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| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift |
| 3 | Construction of dry lean cement concrete sub base over a prepared sub- grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) ,including cost of form- work,in foundation and floors. |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 6 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floorWith Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 7 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). [FOR LINTEL] M-20. |
| 8 | Ground Floor |
| 9 | First Floor |
| 10 | Second Floor |
| 11 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). [FOR SUNSHADE] M-20. |
| 12 | Ground Floor |
| 13 | First Floor |
| 14 | Second Floor |
| 15 | Third Floor |
| 16 | As in item above for the lighter beams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) |
| 17 | Ground Floor |
| 18 | First Floor |
| 19 | Second Floor |
| 20 | Third Floor |
| 21 | As in item above but for slabs (Using 1:1.5:3 Mix concrete) |
| 22 | Ground Floor |
| 23 | First Floor |
| 24 | Second Floor |
| 25 | Third Floor |
| 26 | As in item above but in R.C.C. Raft foundation and footing with approved stone ballast. (Using 1:1.5:3 Mix concrete) |
| 27 | Boring, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) 300 mm dia piles |
| 28 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submitt the design of loading platform for the approval of Engineer-in-charge. Single pile upto 50 tonne Safe capacity |
| 29 | Initial test (Test Load 2.5 times the Safecapacity) |
| 30 | Routine test (Test Load 1.5 times the Safecapacity) |
| 31 | As in item above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20. |
| 32 | Ground Floor |
| 33 | First Floor |
| 34 | Second Floor |
| 35 | Third Floor |
| 36 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for thefollowing grades of concrete.All works above plinth level upto floor V level Concrete of M30 grade with minimum cement content of 330 kg /cum Water tank |
| 37 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 38 | Ground Floor |
| 39 | First Floor |
| 40 | Second Floor |
| 41 | Third Floor |
| 42 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in .foundation and plinth in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 43 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 44 | Ground Floor |
| 45 | First Floor |
| 46 | Second Floor |
| 47 | Third Floor |
| 48 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 49 | Ground Floor |
| 50 | First Floor |
| 51 | Second Floor |
| 52 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. |
| 53 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: |
| 54 | 35 mm thick -Double leaf |
| 55 | Single leaf |
| 56 | Mild steel or iron work |
| 57 | Fabrication of hold fast for door chaukhats and windows. |
| 58 | Fabrication of M.S. Grill |
| 59 | Fabrication of M.S. Z-section window and ventilators |
| 60 | Fabrication of M.S. Angle iron 40x40x5 mm |
| 61 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 62 | Fixing of steel or wooden chaukhats in position. |
| 63 | (a) Door chaukhats |
| 64 | (b) Window chaukhats |
| 65 | (c) Ventilator chaukhats |
| 66 | 15mm thick plaster with cement mortar in proportion of 1:4 cement & Coarse sand) |
| 67 | 12mm thick plaster with cement mortar in proportion of 1:6 cement & Coarse sand |
| 68 | Ground Floor |
| 69 | First Floor |
| 70 | Second Floor |
| 71 | Third Floor |
| 72 | 15mm thick plaster wit cement mortar in proportion of 1:6 cement & Coarse sand) |
| 73 | Ground Floor |
| 74 | First Floor |
| 75 | Second Floor |
| 76 | Third Floor |
| 77 | Same as above but plastering on ceiling and soffits of stairs linsteed of plastering .(1) 1 Cement : 3 Coarse sand |
| 78 | Making grooves 10 to 12 mm widex 8mm deep in plaster of the wallor in ceiling vertically or horizontally as required. |
| 79 | Ground Floor |
| 80 | First Floor |
| 81 | Second Floor |
| 82 | Third Floor |
| 83 | Making drip course in sun shade or facia as per direction of Engineer incharge including supply of all materials,labour T & P etc for proper completion of the work. Excluding GST |
| 84 | Ground Floor |
| 85 | First Floor |
| 86 | Second Floor |
| 87 | Third Floor |
| 88 | 25 mm thick 1:2:4 cement concrete floor with cement approved coarse sand & 2cm graded dala stone grit laid in planels finished with 3mm floating coat of neat cement bor cement and marble dust in ratio of 5:1 as specific over and excluding base concrete and removing any overlapping mortar at the joints of the panels if any giving them a uniform finish, including supply of all materisls labour, T&P etc. required for proper completion of work |
| 89 | 40mm thick 1:2:4 cement concrete floor with cement approved coarse sand & 2cm graded dala stone grit laid in planels finished with 3mm floating coat of neat cement bor cement and marble dust in ratio of 5:1 as specific over and excluding base concrete and removing any overlapping mortar at the joints of the panels if any giving them a uniform finish, including supply of all materisls labour, T&P etc. required for proper completion of work |
| 90 | First Floor |
| 91 | Second Floor |
| 92 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. [IN FLOORING] |
| 93 | Ground Floor |
| 94 | First Floor |
| 95 | Second Floor |
| 96 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. [IN SKIRTING] |
| 97 | Ground Floor |
| 98 | First Floor |
| 99 | Second Floor |
| 100 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing he joints with white cement and matching pigment etc., complete |
| 101 | Ground Floor |
| 102 | First Floor |
| 103 | Second Floor |
| 104 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing he joints with white cement and matching pigment etc., complete |
| 105 | Ground Floor |
| 106 | First Floor |
| 107 | Second Floor |
| 108 | Kota stone slab 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) :. [IN FLOORING] |
| 109 | Ground Floor |
| 110 | First Floor |
| 111 | Second Floor |
| 112 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. [IN SKIRTING] |
| 113 | Ground Floor |
| 114 | First Floor |
| 115 | Second Floor |
| 116 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/RubyRed or equivalent |
| 117 | Ground Floor |
| 118 | First Floor |
| 119 | Second Floor |
| 120 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 121 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 122 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 123 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour. New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre . |
| 124 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 125 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes (weights not less than 10 kg/ sqm). |
| 126 | Providing & fixing stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 300mm x 16mm |
| 127 | P/Fixing stainless steel tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as / IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. 250 mm x 10mm |
| 128 | As Item No.39 And 150x10mm |
| 129 | Providing & fixing stainless steel door handles with screws and 150mm long.SI marked |
| 130 | Making drain along with apron. |
| 131 | S/F of glass strips for flooring.35mm wide & 4 mm thick |
| 132 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. |
| 133 | (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 134 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (Zone III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources). |
| 135 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. |
| 136 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. |
| 137 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. |
| 138 | Providing and fixing fly and Mosquito proof stainless steel grade 304 wire mesh gaugewith 0.5 mm dia wire and 1.4 mm wire aperture |
| 139 | Providing and fixing wire gauge shutters using With ISI marked stainless steel butt hinges required sizeof aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :32mm thick shutters With ISI marked stainless steel butt hinges of required sizeSecond class teak wood |
| 140 | Expension joint teatment with 1.02 mm thick aluminium sheet and 4 cm thick bitumastic sheet with hot bitumen of approved aulity. (As per Rate analysis & specification attached) HORIZONTAL EXPANSION JOINT |
| 141 | Providing & fixing aluminium sheet ,1.02 mm thick for Vertical expansion joint work including labour and all materials etc . Powder coated aluminium (minimum thickness of powder coating 50 micron) VERTICAL EXPANSION JOINT |
| 142 | Providing & laying cement concrete in 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggreagate 20mm nominal size) including supply of all materials,labour and T & P etc. required for completion of work and curing complete including cost of form work in foundation and floors |
| 143 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm 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 |
| 144 | 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 T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. |
| 145 | 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. |
| 146 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 147 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 148 | Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick. |
| 149 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick |
| 150 | Columns,Pillars, Piers, Abutments, Posts and Struts. |
| 151 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. |
| 152 | Chequerred precast cement concrete tiles 20 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). |
| 153 | ADD EXTRA FOR LAB |
| 154 | Internal Electrification Work:- |
| 155 | Wiring for light point/ fan point/ exhaust fan point/ call bellpoint with 1.5 sq.mm FRLS PVC insulated copper conductorsingle core cable in surface / recessed steel conduit, withmodular switch, modular plate, suitable GI box and earthing thepoint with 1.5 sq.mm FRLS PVC insulated copper conductorsingle core cable etc. as required. |
| 156 | Group C |
| 157 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 158 | Group C |
| 159 | Wiring for twin control light point with 1.5 sq.mm FRLS PVCinsulated copper conductor single core cable in surface /recessed steel conduit, 2 way modular switch, modular plate,suitable GI box and earthing the point with 1.5 sq.mm FRLSPVC insulated copper conductor single core cable etc. asrequired. |
| 160 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 161 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 162 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 163 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 164 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 165 | 2 X 10 sq. mm + 1 X 6 sq. mm earth wire |
| 166 | 4 X 10 sq. mm + 2 X 6 sq. mm earth wire |
| 167 | 4 X 16 sq. mm + 2 X 6 sq. mm earth wire |
| 168 | Supplying and drawing following pair 0.5 mm dia FRLS PVCinsulated annealed copper conductor, unarmored telephonecable in the existing surface/ recessed steel/ PVC conduit asrequired. |
| 169 | 2 Pair |
| 170 | Supplying and drawing co-axial TV cable, 0.7 mmsolid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. |
| 171 | RG-6 grade |
| 172 | Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in theexisting surface/ recessed Steel/ PVC conduit as required. |
| 173 | 1 run of cable |
| 174 | Supplying and fixing of following sizes of medium class PVCconduit along with accessories in surface/recess includingcutting the wall and making good the same in case of recessedconduit as required. |
| 175 | 25 mm |
| 176 | Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, armored telephone cable as required similar to Skytone or equivalent. |
| 177 | 10 Pair |
| 178 | 20 Pair |
| 179 | Supplying and fixing two module stepped type electronic fanregulator on the existing modular plate switch box includingconnections but excluding modular plate etc. as required. |
| 180 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 181 | 15/16 A switch |
| 182 | 3 pin 5/6 A socket outlet |
| 183 | Telephone socket outlet |
| 184 | RJ 45 Socket For Internet Similar to Legrand Cat Ref. 673155 or equivalent. |
| 185 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. |
| 186 | 1 or 2 Module (75 mmX75 mm) |
| 187 | 6 Module (200 mmX75 mm) |
| 188 | Supplying and fixing suitable size GI box with modular plateand cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 189 | Supplying and fixing suitable size GI box with modular plateand cover in front on surface or in recess, including providingand fixing 6 pin 5/6 A & 15/16 A modular socket outlet and15/16 A modular switch, connections etc. as required. |
| 190 | Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, “C” curve including connections, painting etc. as required. |
| 191 | Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. |
| 192 | Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required. |
| 193 | Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required. |
| 194 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing,commissioning etc. as required. |
| 195 | Upto 450 mm sweep |
| 196 | Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. |
| 197 | Providing and fixing circular/ Hexagonal GI box for ceiling fanclamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick GI sheet with its top surface hacked for proper bonding, top lid shall be screwed into the GI box by means of 3.3 mm dia round headed screws, one lock at the corners, clamp shall be made of 12 mm dia M.S. bar bent to shape as per standarddrawing. |
| 198 | Supply, installation, testing & commissioning of following size Telephone KG Krone Box with hing door and mounting accessories as required. |
| 199 | 10 Pair |
| 200 | Supply, installation, testing & commissioning of TV Splitter Box. |
| 201 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 202 | 8 way, Double door |
| 203 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 204 | 6 way (4 + 18), Double door |
| 205 | 8 way (4 + 24), Double door |
| 206 | Supplying and fixing of following ways surface/ recessmounting, vertical type, 415 V, TPN MCB distribution board ofsheet steel, dust protected, duly powder painted, inclusive of200 A tinned copper bus bar, common neutral link, earth bar,din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally usedwhere 3 phase outlets are required.) |
| 207 | 8 way (4 + 24), Double door |
| 208 | Supplying and fixing following rating, four pole, 415 V, isolatorin the existing MCB DB complete with connections, testing andcommissioning etc. as required. |
| 209 | 100 A |
| 210 | Supplying and fixing 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 211 | 5 to 32 Amp. Single pole |
| 212 | 5 to 32 Amp. Double pole |
| 213 | 63 Amp. Double pole |
| 214 | 40 Amp. Four pole |
| 215 | 63 Amp. Four pole |
| 216 | Providing and fixing M.V. danger notice plate of 200 mm X 150mm, made of mild steel, at least 2 mm thick, and vitreousenameled white on both sides, and with inscription in single red colour on front side as required. |
| 217 | Supplying and fixing Cable End Box (Loose wire box)(IP 43)suitable for following triple pole and neutral, sheet steel, MCBdistribution board, 415 V, on surface/ recess, complete withtesting and commissioning etc. as required. |
| 218 | For 6 way, Double door TPN MCBDB |
| 219 | For 8 way, Double door TPN MCBDB |
| 220 | Supplying installation testing and commissioning Recess Mount Downlighter Mollis Recess Downlighter 18W LED complete in all respect. |
| 221 | Supplying installation testing and commissioning Suurface Mount Linear Batten TRIM LED Neo1x20W LED complete in all respect. |
| 222 | Supplying installation testing and commissioning Suurface Mount Linear Batten TRIM LED Neo 2x20W LED complete in all respect. |
| 223 | Supplying installation testing and commissioning Suurface Mount Linear Batten TRIM LED Neo 10W LED complete in all respect. |
| 224 | Supplying of 1200mm sweep ceiling fan |
| 225 | Supplying installation testing and commissioning of 300mm sweep 1500 RPM heavy Duty Exhaust Fan . |
| 226 | SANITARY INSTALLATIONS & C.P FITTINGS:- |
| 227 | Providing and fixing water closet squatting pan ( Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS:7231, Parryware/Hindware/Seabird/Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. |
| 228 | White Vitreous china Orissa pattern W.C. pan of size580x440mm with integral type foot rests |
| 229 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever), conforming to IS : 7231, Parryware/ Hindware/ Seabrid /Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : |
| 230 | W.C. pan with ISI marked black solid plastic seat and lid |
| 231 | Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making good the walls wherever required. |
| 232 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap |
| 233 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 234 | Semi rigid pipe |
| 235 | 32 mm dia |
| 236 | Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 237 | Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required:Size 450x300x150 mm |
| 238 | Providing and fixing white vitreous china flat back half stall urinal of size 580*380*350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in D.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever required: |
| 239 | Single half stall urinal with 5 litre P.V.C. automatic flushing cisternRange of two half stall urinals with 5 litre P.V.C. automatic flushing cisternRange of four half stall urinals with 10 litre P.V.C. automatic flushing cistern |
| 240 | Single half stall urinal with 5 litre P.V.C. automatic flushing cisternRange of two half stall urinals with 5 litre P.V.C. automatic flushing cisternRange of four half stall urinals with 10 litre P.V.C. automatic flushing cistern |
| 241 | Single half stall urinal with 5 litre P.V.C. automatic flushing cisternRange of two half stall urinals with 5 litre P.V.C. automatic flushing cisternRange of four half stall urinals with 10 litre P.V.C. automatic flushing cistern |
| 242 | Single half stall urinal with 5 litre P.V.C. automatic flushing cisternRange of two half stall urinals with 5 litre P.V.C. automatic flushing cisternRange of four half stall urinals with 10 litre P.V.C. automatic flushing cistern |
| 243 | Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement:2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth. |
| 244 | Granite Stone of approved shade |
| 245 | CP Brass fittings |
| 246 | Providing and fixing unplasticised PVC connection pipe with brass unions |
| 247 | 45 cm length |
| 248 | 15 mm nominal bore |
| 249 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean & Wall moutain type W.C. of quality and make as approved by Engineer - in - charge. |
| 250 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 |
| 251 | a) 15 mm nominal bore |
| 252 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. ( for sink) |
| 253 | a) 15 mm nominal bore |
| 254 | Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931 |
| 255 | a) 15 mm nominal bore |
| 256 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer- in-charge. |
| 257 | Providing and fixing PTMT liquid soap container 109 mm wide,125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 258 | Providing & fixing soil, waste and vent pipes. |
| 259 | Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 |
| 260 | a) 100mm dia centrifugally cast iron S & S pipe. |
| 261 | b) 75mm dia centrifugally cast iron S & S pipe. |
| 262 | Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. ( for wash basin waste ) |
| 263 | 32mm dia nominal bore |
| 264 | Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe. |
| 265 | a) 100mm |
| 266 | SS 304 grade coupling with EPDM rubber gasket |
| 267 | b)75mm |
| 268 | SS 304 grade coupling with EPDM rubber gasket |
| 269 | Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate20mm nominal |
| 270 | size). Including cost of cutting holes & making good the walls etc. |
| 271 | a) for 100mm dia pipe. |
| 272 | b) for 75mm dia pipe. |
| 273 | Providing & fixing cast iron coller. |
| 274 | a) 100mm dia. |
| 275 | b) 75mm dia. |
| 276 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : |
| 277 | a) 100mm inlet & 100mm outlet. |
| 278 | a) 100mm inlet & 75mm outlet. |
| 279 | Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. |
| 280 | a) 100mm |
| 281 | b) 75mm |
| 282 | Providing and fixing plain bend of required degree.Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 |
| 283 | a) 100mm |
| 284 | b) 75mm |
| 285 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. |
| 286 | 100x100x100mm |
| 287 | 75x75x75mm |
| 288 | Providing and fixing centrifugaly cast iron single equal plain junction of required degree. |
| 289 | 100x100x100mm |
| 290 | 75x75x75mm |
| 291 | Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : |
| 292 | 100x100x75mm |
| 293 | Providing and fixing single unequal plain invert branch of required degree : |
| 294 | 100x100x75mm |
| 295 | Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete :( c.o.p.) |
| 296 | a) 100mm |
| 297 | b) 75mm |
| 298 | Providing and fixing cast iron terminal guard. |
| 299 | 100 mm |
| 300 | 75 mm |
| 301 | Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) |
| 302 | 110 mm dia |
| 303 | Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. |
| 304 | 110 mm |
| 305 | Providing and fixing on wall face unplasticised PVC mouldedfittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. |
| 306 | Coupler |
| 307 | 110 mm |
| 308 | Bend 87.5 degree |
| 309 | 110 mm Bend |
| 310 | Shoe (Plain) |
| 311 | 110 mm Shoe |
| 312 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 313 | Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 314 | 110 mm |
| 315 | Making khurras 45x45 cm with average minimum thickness of5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. |
| 316 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. |
| 317 | Concealed work including cutting chases and making good the walls etc. |
| 318 | 20mm dia nominal outer dia pipes |
| 319 | 25mm dia nominal outer dia pipes |
| 320 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. |
| 321 | Internal work-Exposed on wall |
| 322 | 25mm dia nominal bore |
| 323 | 32mm dia nominal bore |
| 324 | 40mm dia nominal bore |
| 325 | 50mm dia nominal bore |
| 326 | Providing and fixing gun metal gate valve with wheel of approved quality. |
| 327 | 25mm dia nominal bore |
| 328 | 32mm dia nominal bore |
| 329 | 40mm dia nominal bore |
| 330 | 50mm dia nominal bore |
| 331 | Providing and fixing cp soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. |
| 332 | Providing and fixing cp soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. |
| 333 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 334 | 25 mm nominal bore |
| 335 | MID-DAY MEAL BUILDING:- |
| 336 | Earth work in excavation in trenches for foundations and pipes cables etc in ordinary soil (loan clay or sand) including lift upto 1.5 m, lead upto 50 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer- in- charge with in a lead of 50m .(Including royalty). |
| 337 | Filling of good earth for filling low land pocket from 8 km distance including loading unloading & ramming watering proper compaction with not exceeding 20 cm layer work to be executed as per direction of engineer-in-charge complete. |
| 338 | Sand filling in plinth including supply of necessary quantity of sand from a distance not excluding 8km from the site of work and including watering dressing etc. rate to include cost of all materials, labour and T&P etc.required for proper completion of the work. |
| 339 | Construction of dry lean cement concrete sub base over a prepared sub- grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. |
| 340 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 stone ballast 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. |
| 341 | Making apron(with Drain & other )analysis 230x230mm |
| 342 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 343 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 344 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Slab |
| 345 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). beam |
| 346 | As in item above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20. |
| 347 | All work up to plinth level |
| 348 | Ground floor |
| 349 | All work above plinth level |
| 350 | As in item above but in R.C.C. Raft foundation and footing with approved stone ballast. (Using 1:1.5:3 Mix concrete) |
| 351 | Boring, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) 300 mm dia piles |
| 352 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submitt the design of loading platform for the approval of Engineer-in-charge. Single pile upto 50 tonne Safe capacity |
| 353 | Initial test (Test Load 2.5 times the Safecapacity) |
| 354 | Routine test (Test Load 1.5 times the Safecapacity) |
| 355 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in .foundation and plinth in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 356 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 357 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 358 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 359 | Supply and fixing of flush doors commercial quality conforming to I.S.2202 Part I (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges, bolts,locks, handle, springs and other fittings with necessary screws completed. |
| 360 | 35 mm thick -Single leaf |
| 361 | Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size Kiln seasoned and chemically treated hollock wood |
| 362 | HYSD Steel or Iron work of small sizes and section such as holding down bolts, hold fast, tie rod gratings etc. wrought to required from including supply of steel bolts, nuts and wastage, etc. and their fixing required for proper completion of the works. |
| 363 | Fabrication of hold fast for door chaukhats and windows. |
| 364 | Fabrication of M.S. Grill |
| 365 | Fabrication of M.S. Z-section window and ventilators |
| 366 | Fabrication of M.S. Angle iron 40x40x5 mm |
| 367 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and lerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.With 12 mm mild steel U beading |
| 368 | Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete :25 mm dia |
| 369 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. |
| 370 | Door chowkhats . |
| 371 | Window chowkhats . |
| 372 | Clerestory window/ventilator chowkhats . |
| 373 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 374 | 15 mm thick plaster in 1:4 cement & course sand on outer wall below Ground level & inner wall below plinth level in 15 cm width. |
| 375 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth as per the direction E/I. (1) 1 cement : 6 C. sand |
| 376 | 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth as per the direction E/I. (1)1 cement : 6 C. sand. |
| 377 | Making groove 10x12 mm widex 8 mm deep in plaster of the wall or in ceilling vertically or horizontally as required. |
| 378 | 25 mm thick Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand( F.M. 2.2 to 3.6) :4 graded stone aggregate of size 12.5 mm below) without base concrete & finished with 3mm thick floating coat of cement slurry but excluding cost of glass strip. |
| 379 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment,epoxy touch ups, including rubbing, curing, moulding and polishing to edgesto give high gloss finish etc. complete at all levels. |
| 380 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete |
| 381 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. [IN FLOORING] |
| 382 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. [IN SKIRTING] |
| 383 | Kota stone slab 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) |
| 384 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 385 | Finishing with Epoxy paint (two or more coats) at all locations preparedand applied as per manufacturer's specifications including appropriatepriming coat, preparation of surface, etc. complete On steel work |
| 386 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture |
| 387 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) |
| 388 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 389 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 390 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : With 4.0 mm thick glass panes. |
| 391 | Providing & fixing stainless steel sliding door bolts ISI marked required colour or shade with nuts and screws etc complete.300X12 MM |
| 392 | P/Fixing stainless steel tower bolts ISI marked to required colour or shade with necessary screws etc complete.250X10 MM |
| 393 | Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. |
| 394 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 395 | Lintels, beams, plinth beams, girders, bressumers andcantilevers |
| 396 | Suspended floors, roofs, landings, balconies and accessplatform |
| 397 | (b) Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 398 | (c) Foundations, footings, bases of columns, etc. for mass concrete |
| 399 | (d) Columns, Pillars, Piers, Abutments, Posts and Struts |
| 400 | WIRING IN STEEL AND PVC CONDUIT:- |
| 401 | Wiring for light point/ fan point/ exhaust fan point/ call bellpoint with 1.5 sq.mm FRLS PVC insulated copper conductorsingle core cable in surface / recessed steel conduit, withmodular switch, modular plate, suitable GI box and earthing thepoint with 1.5 sq.mm FRLS PVC insulated copper conductorsingle core cable etc. as required. |
| 402 | Group C |
| 403 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 404 | Group C |
| 405 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 406 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 407 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 408 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 409 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 410 | 4 X 10 sq. mm + 2 X 6 sq. mm earth wire |
| 411 | 4 X 16 sq. mm + 2 X 6 sq. mm earth wire |
| 412 | Supplying and drawing following pair 0.5 mm dia FRLS PVCinsulated annealed copper conductor, unarmored telephonecable in the existing surface/ recessed steel/ PVC conduit asrequired. |
| 413 | 2 Pair |
| 414 | Supplying and drawing co-axial TV cable, 0.7 mmsolid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. |
| 415 | RG-6 grade |
| 416 | Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in theexisting surface/ recessed Steel/ PVC conduit as required. |
| 417 | 1 run of cable |
| 418 | Supplying and fixing of following sizes of medium class PVCconduit along with accessories in surface/recess includingcutting the wall and making good the same in case of recessedconduit as required. |
| 419 | 25 mm |
| 420 | Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, armored telephone cable as required similar to Skytone or equivalent. |
| 421 | 10 Pair |
| 422 | 20 Pair |
| 423 | Supplying and fixing two module stepped type electronic fanregulator on the existing modular plate switch box includingconnections but excluding modular plate etc. as required. |
| 424 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 425 | 15/16 A switch |
| 426 | 3 pin 5/6 A socket outlet |
| 427 | Telephone socket outlet |
| 428 | TV antenna socket outlet |
| 429 | RJ 45 Socket For Internet Similar to Legrand Cat Ref. 673155 or equivalent. |
| 430 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. |
| 431 | 1 or 2 Module (75 mmX75 mm) |
| 432 | 6 Module (200 mmX75 mm) |
| 433 | Supplying and fixing suitable size GI box with modular plateand cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 434 | Supplying and fixing suitable size GI box with modular plateand cover in front on surface or in recess, including providingand fixing 6 pin 5/6 A & 15/16 A modular socket outlet and15/16 A modular switch, connections etc. as required. |
| 435 | Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, “C” curve including connections, painting etc. as required. |
| 436 | Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required. |
| 437 | Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required. |
| 438 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing,commissioning etc. as required. |
| 439 | Upto 450 mm sweep |
| 440 | Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. |
| 441 | Providing and fixing circular/ Hexagonal GI box for ceiling fanclamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick GI sheet with its top surface hacked for proper bonding, top lid shall be screwed into the GI box by means of 3.3 mm dia round headed screws, one lock at the corners, clamp shall be made of 12 mm dia M.S. bar bent to shape as per standarddrawing. |
| 442 | Supply, installation, testing & commissioning of following size Telephone KG Krone Box with hing door and mounting accessories as required. |
| 443 | 10 Pair |
| 444 | Supply, installation, testing & commissioning of TV Splitter Box. |
| 445 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 446 | 6 way, Double door |
| 447 | 8 way, Double door |
| 448 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 449 | 4 way (4 + 12), Double door |
| 450 | 6 way (4 + 18), Double door |
| 451 | 8 way (4 + 24), Double door |
| 452 | Supplying and fixing of following ways surface/ recessmounting, vertical type, 415 V, TPN MCB distribution board ofsheet steel, dust protected, duly powder painted, inclusive of200 A tinned copper bus bar, common neutral link, earth bar,din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally usedwhere 3 phase outlets are required.) |
| 453 | 8 way (4 + 24), Double door |
| 454 | Supplying and fixing following rating, four pole, 415 V, isolatorin the existing MCB DB complete with connections, testing andcommissioning etc. as required. |
| 455 | 100 A |
| 456 | Supplying and fixing 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 457 | 5 to 32 Amp. Single pole |
| 458 | 5 to 32 Amp. Double pole |
| 459 | 5 to 32 Amp. Triple pole and neutral |
| 460 | 63 Amp. Double pole |
| 461 | 40 Amp. Four pole |
| 462 | 63 Amp. Four pole |
| 463 | Providing and fixing M.V. danger notice plate of 200 mm X 150mm, made of mild steel, at least 2 mm thick, and vitreousenameled white on both sides, and with inscription in single red colour on front side as required. |
| 464 | Supplying and fixing Cable End Box (Loose wire box)(IP 43)suitable for following triple pole and neutral, sheet steel, MCBdistribution board, 415 V, on surface/ recess, complete withtesting and commissioning etc. as required. |
| 465 | For 6 way, Double door TPN MCBDB |
| 466 | Supplying installation testing and commissioning Recess Mount Downlighter Mollis Recess Downlighter 18W LED complete in all respect. |
| 467 | Supplying installation testing and commissioning Suurface Mount Linear Batten TRIM LED Neo1x20W LED complete in all respect. |
| 468 | Supplying installation testing and commissioning Suurface Mount Linear Batten TRIM LED Neo 10W LED complete in all respect. |
| 469 | Supplying of 1200mm sweep ceiling fan |
| 470 | Supplying installation testing and commissioning of 300mm sweep 1500 RPM heavy Duty Exhaust Fan . |
| 471 | COST OF INTERNAL W/S & SANITATION:- |
| 472 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: |
| 473 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 474 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: |
| 475 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. |
| 476 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required |
| 477 | Kitchen sink with drain board of size 510x1040x200mm |
| 478 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. |
| 479 | Semi rigid pipe |
| 480 | b) 40mm dia |
| 481 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 482 | Providing & fixing PTMT towl rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour. 600 mm. long towl rail length of 645 mm. width 78 mm. and effective height of 88 mm, weighing not less than 190 gms. |
| 483 | Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms. |
| 484 | Providing & fixing 32 # G.I. Pipes spout including cutting & making good the walls etc. |
| 485 | Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size) around P.V.C /C.I. Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) |
| 486 | 110/75 mm diameter |
| 487 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. |
| 488 | internal work -Exposed on wall |
| 489 | 20mm dia nominal outer dia pipes |
| 490 | 25mm dia nominal outer dia pipes |
| 491 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. |
| 492 | Concealed work including cutting chases and making good the walls etc. |
| 493 | 15mm dia nominal outer dia pipes |
| 494 | 20mm dia nominal outer dia pipes |
| 495 | Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 |
| 496 | Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 497 | 15mm nominal bore |
| 498 | Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 |
| 499 | 15mm nominal bore |
| 500 | Providing & fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. |
| 501 | Providing and fixing gun metal gate valve with wheel of approved quality. |
| 502 | 25mm dia nominal bore |
| 503 | 20 mm dia nominal bore |
| 504 | Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before but excluding supply and cost of other fIttlings such as elbow,bend,tee and y-tee including supply of al marerial labour and T&P.Required for proper completion of work. |
| 505 | 75 mm O.D. |
| 506 | 110 mm O.D. |
| 507 | Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali. |
| 508 | Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735. |
| 509 | Size 75 mm |
| 510 | Size 110 mm |
| 511 | Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735. |
| 512 | Size 75/90 mm |
| 513 | Size 110 mm |
| 514 | Supply and fixing of UPVC S.W.R. plain tee confirming to IS-14735. |
| 515 | Size 75x75x75 mm |
| 516 | Size 110x110x110 mm |
| 517 | Supply and fixing of UPVC S.W.R. plain Y confirming to IS-14735. |
| 518 | Size 75 mm |
| 519 | Size 110 mm |
| 520 | COST OF MULTI PURPOSE HALL:- |
| 521 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 522 | Filling of carted earth lead upto 8 km distance |
| 523 | Construction of dry lean cement concrete sub base over a prepared sub- grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. |
| 524 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) ,including cost of form- work,in foundation and floors. |
| 525 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 526 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor |
| 527 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 528 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). [FOR LINTEL] M-20. |
| 529 | As in item above but for slabs (Using 1:1.5:3 Mix concrete) |
| 530 | As in item above for the lighter beams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) |
| 531 | As in item above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20. |
| 532 | All work up to plinth level |
| 533 | Ground floor |
| 534 | All work above plinth level |
| 535 | As in item above but in R.C.C. Raft foundation and footing with approved stone ballast. (Using 1:1.5:3 Mix concrete) |
| 536 | Boring, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) 300 mm dia piles |
| 537 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submitt the design of loading platform for the approval of Engineer-in-charge. Single pile upto 50 tonne Safe capacity |
| 538 | Initial test (Test Load 2.5 times the Safecapacity) |
| 539 | Routine test (Test Load 1.5 times the Safecapacity) |
| 540 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in .foundation and plinth in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 541 | Painting on D.P.C. with two coats of air blown bitumen 85/50 or 85/25 @ 1.7kg/sqm approx including cost of fuel if any. |
| 542 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 543 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 544 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. |
| 545 | (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 546 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:-35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 547 | (a) 35 mm thick |
| 548 | Extra for double leaf door shutters |
| 549 | Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. |
| 550 | Hold fast for chaukhats of doors/windows. |
| 551 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 552 | Providing and fixing anodised aluminium doors,having 2 mm thick Aluminium section excluding coating & an average coating of 20 micron fully glazed made of Aluminium door tube size 83.5x44.65 mm as Vertical member and 11.40x44.45mm size tube in bottom & horizontal members Door chaukhat ahould be ofAluminium tubler vertical with two openable shutter. The rate will include cost of material fixture 5mm glass handles,locks,screw necessary beeding & excluding cost of floor spring if requred for proper complection of work as per direction of Engineer-in-charge. With 5 mm thick glass |
| 553 | Providing and fixing anodised aluminium grill (anodised transparentor dyed to required shade according to IS: 1868 with minimum anodiccoating of grade AC 15) of approved design/pattern, with approvedstandard section and fixed to the existing window frame with C.P.brass/ stainless steel screws @ 200 mm centre to centre, includingcutting the grill to proper opening size for fixing and operation ofhandles and fixing approved anodised aluminium standard sectionaround the opening, all complete as per requirement and directionof Engineer-in-charge. (Only weight of grill to be measured forpayment). |
| 554 | P/F curtain rods of 1.25mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc. wherever necessary complete (a) 25 mm dia. |
| 555 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. |
| 556 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. thermo-Mechanically Treasted bars of grade Fe-500D or more. |
| 557 | Fixing of Door, windows/ventilators chaukhats in position. |
| 558 | (a) Door |
| 559 | (b) Windows |
| 560 | (c) Ventilator chaukhats |
| 561 | 15 mm plinth plaster (1 cement :4 coarse sand) |
| 562 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 coarse sand. |
| 563 | 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand |
| 564 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. [IN FLOORING] |
| 565 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. [IN SKIRTING] |
| 566 | Kota stone slab 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) :. [IN FLOORING] |
| 567 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. [IN SKIRTING] |
| 568 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate [AT APRON] |
| 569 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 570 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture |
| 571 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). |
| 572 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour. New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre . |
| 573 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 574 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes (weights not less than 10 kg/ sqm). |
| 575 | Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, |
| 576 | Providing and fixing Alumunium sliding door bolts ISI marked to required colour or shade with nuts and screws etc. complete :300x16 mm |
| 577 | Providing and fixing Alumunium tower bolts with necessary screws etc. complete |
| 578 | (a) 300 mm x 10mm |
| 579 | (a) 250 mm x 10mm |
| 580 | Providing and fixing Alumunium handles with screws etc. complete (a) 125 mm |
| 581 | Making drain along with apron. |
| 582 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes |
| 583 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 1.0 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 584 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 585 | (a) Suspended floors, roofs, landings, balconies and access platform |
| 586 | (b) Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 587 | (c) Foundations, footings, bases of columns, etc. for mass concrete |
| 588 | (d) Columns, Pillars, Piers, Abutments, Posts and Struts |
| 589 | INTERNAL ELECTRIFICATION WORK |
| 590 | Wiring for light point/ fan point/ exhaust fan point/ call bellpoint with 1.5 sq.mm FRLS PVC insulated copper conductorsingle core cable in surface / recessed steel conduit, withmodular switch, modular plate, suitable GI box and earthing thepoint with 1.5 sq.mm FRLS PVC insulated copper conductorsingle core cable etc. as required. |
| 591 | Group C |
| 592 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 593 | Group C |
| 594 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 595 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 596 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 597 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 598 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 599 | 4 X 10 sq. mm + 2 X 6 sq. mm earth wire |
| 600 | 4 X 16 sq. mm + 2 X 6 sq. mm earth wire |
| 601 | Supplying and drawing following pair 0.5 mm dia FRLS PVCinsulated annealed copper conductor, unarmored telephonecable in the existing surface/ recessed steel/ PVC conduit asrequired. |
| 602 | 2 Pair |
| 603 | Supplying and drawing co-axial TV cable, 0.7 mmsolid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. |
| 604 | RG-6 grade |
| 605 | Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in theexisting surface/ recessed Steel/ PVC conduit as required. |
| 606 | 1 run of cable |
| 607 | Supplying and fixing of following sizes of medium class PVCconduit along with accessories in surface/recess includingcutting the wall and making good the same in case of recessedconduit as required. |
| 608 | 25 mm |
| 609 | Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, armored telephone cable as required similar to Skytone or equivalent. |
| 610 | 10 Pair |
| 611 | 20 Pair |
| 612 | Supplying and fixing two module stepped type electronic fanregulator on the existing modular plate switch box includingconnections but excluding modular plate etc. as required. |
| 613 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 614 | 15/16 A switch |
| 615 | 3 pin 5/6 A socket outlet |
| 616 | Telephone socket outlet |
| 617 | TV antenna socket outlet |
| 618 | RJ 45 Socket For Internet Similar to Legrand Cat Ref. 673155 or equivalent. |
| 619 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. |
| 620 | 1 or 2 Module (75 mmX75 mm) |
| 621 | 6 Module (200 mmX75 mm) |
| 622 | Supplying and fixing suitable size GI box with modular plateand cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 623 | Supplying and fixing suitable size GI box with modular plateand cover in front on surface or in recess, including providingand fixing 6 pin 5/6 A & 15/16 A modular socket outlet and15/16 A modular switch, connections etc. as required. |
| 624 | Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, “C” curve including connections, painting etc. as required. |
| 625 | Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required. |
| 626 | Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required. |
| 627 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing,commissioning etc. as required. |
| 628 | Providing and fixing circular/ Hexagonal GI box for ceiling fanclamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick GI sheet with its top surface hacked for proper bonding, top lid shall be screwed into the GI box by means of 3.3 mm dia round headed screws, one lock at the corners, clamp shall be made of 12 mm dia M.S. bar bent to shape as per standarddrawing. |
| 629 | Supply, installation, testing & commissioning of following size Telephone KG Krone Box with hing door and mounting accessories as required. |
| 630 | 10 Pair |
| 631 | Supply, installation, testing & commissioning of TV Splitter Box. |
| 632 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 633 | 8 way, Double door |
| 634 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 635 | 6 way (4 + 18), Double door |
| 636 | Supplying and fixing of following ways surface/ recessmounting, vertical type, 415 V, TPN MCB distribution board ofsheet steel, dust protected, duly powder painted, inclusive of200 A tinned copper bus bar, common neutral link, earth bar,din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally usedwhere 3 phase outlets are required.) |
| 637 | 8 way (4 + 24), Double door |
| 638 | Supplying and fixing following rating, four pole, 415 V, isolatorin the existing MCB DB complete with connections, testing andcommissioning etc. as required. |
| 639 | 100 A |
| 640 | Supplying and fixing 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 641 | 5 to 32 Amp. Single pole |
| 642 | 5 to 32 Amp. Double pole |
| 643 | 63 Amp. Double pole |
| 644 | 63 Amp. Four pole |
| 645 | Providing and fixing M.V. danger notice plate of 200 mm X 150mm, made of mild steel, at least 2 mm thick, and vitreousenameled white on both sides, and with inscription in single red colour on front side as required. |
| 646 | Supplying and fixing Cable End Box (Loose wire box)(IP 43)suitable for following triple pole and neutral, sheet steel, MCBdistribution board, 415 V, on surface/ recess, complete withtesting and commissioning etc. as required. |
| 647 | For 6 way, Double door TPN MCBDB |
| 648 | Supplying installation testing and commissioning Recess Mount 2x2 LED tile Elate Recess Mounted 30W LED complete in all respect. |
| 649 | Supplying installation testing and commissioning Suurface Mount Linear Batten TRIM LED Neo 10W LED complete in all respect. |
| 650 | Supplying of 1200mm sweep ceiling fan |
| 651 | COST OF BAL VATIKA BUILDING:- |
| 652 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 653 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift |
| 654 | Construction of dry lean cement concrete sub base over a prepared sub- grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. |
| 655 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) ,including cost of form- work,in foundation and floors. |
| 656 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 657 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor |
| 658 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 659 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). [FOR LINTEL] M-20. |
| 660 | As in item above but for slabs (Using 1:1.5:3 Mix concrete) |
| 661 | As in item above for the lighter beams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) |
| 662 | Boring, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) 300 mm dia piles |
| 663 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submitt the design of loading platform for the approval of Engineer-in-charge. Single pile upto 50 tonne Safe capacity |
| 664 | Initial test (Test Load 2.5 times the Safecapacity) |
| 665 | Routine test (Test Load 1.5 times the Safecapacity) |
| 666 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in .foundation and plinth in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 667 | Painting on D.P.C. with two coats of air blown bitumen 85/50 or 85/25 @ 1.7kg/sqm approx including cost of fuel if any. |
| 668 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 669 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 670 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. |
| 671 | (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 672 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 673 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:-35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 674 | (a) 35 mm thick |
| 675 | Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. |
| 676 | Hold fast for chaukhats of doors/windows. |
| 677 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete Fixed to steel windows by welding |
| 678 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 679 | Fabrication of angle iron. |
| 680 | P/F curtain rods of 1.25mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc. wherever necessary complete (a) 25 mm dia. |
| 681 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. |
| 682 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. thermo-Mechanically Treasted bars of grade Fe-500D or more. |
| 683 | Fixing of Door, windows/ventilators chaukhats in position. |
| 684 | (a) Door |
| 685 | (b) Windows |
| 686 | (c) Ventilator chaukhats |
| 687 | 15 mm plinth plaster (1 cement :4 coarse sand) |
| 688 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 coarse sand. |
| 689 | 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand |
| 690 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. [IN FLOORING] |
| 691 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. [IN SKIRTING] |
| 692 | Kota stone slab 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) :. [IN FLOORING] |
| 693 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. [IN SKIRTING] |
| 694 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing he joints with white cement and matching pigment etc., complete |
| 695 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate [AT APRON] |
| 696 | Chequerred precast cement concrete tiles 20 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). |
| 697 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 698 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture |
| 699 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). |
| 700 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour. New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre . |
| 701 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 702 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes (weights not less than 10 kg/ sqm). |
| 703 | Providing and fixing Alumunium sliding door bolts ISI marked to required colour or shade with nuts and screws etc. complete :300x16 mm |
| 704 | Providing and fixing Alumunium tower bolts with necessary screws etc. complete |
| 705 | (a) 300 mm x 10mm |
| 706 | (a) 250 mm x 10mm |
| 707 | Providing and fixing Alumunium handles with screws etc. complete (a) 125 mm |
| 708 | Making drain along with apron. |
| 709 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 710 | Lintels, beams, plinth beams, girders, bressumers andcantilevers |
| 711 | Suspended floors, roofs, landings, balconies and accessplatform |
| 712 | Lintels, beams, plinth beams, girders, bressumers andcantilevers |
| 713 | WIRING IN STEEL AND PVC CONDUIT |
| 714 | Wiring for light point/ fan point/ exhaust fan point/ call bellpoint with 1.5 sq.mm FRLS PVC insulated copper conductorsingle core cable in surface / recessed steel conduit, withmodular switch, modular plate, suitable GI box and earthing thepoint with 1.5 sq.mm FRLS PVC insulated copper conductorsingle core cable etc. as required. |
| 715 | Group C |
| 716 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 717 | Group C |
| 718 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 719 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 720 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 721 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 722 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 723 | 4 X 10 sq. mm + 2 X 6 sq. mm earth wire |
| 724 | Supplying and drawing following pair 0.5 mm dia FRLS PVCinsulated annealed copper conductor, unarmored telephonecable in the existing surface/ recessed steel/ PVC conduit asrequired. |
| 725 | Supplying and drawing co-axial TV cable, 0.7 mmsolid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. |
| 726 | Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in theexisting surface/ recessed Steel/ PVC conduit as required. |
| 727 | Supplying and fixing of following sizes of medium class PVCconduit along with accessories in surface/recess includingcutting the wall and making good the same in case of recessedconduit as required. |
| 728 | Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, armored telephone cable as required similar to Skytone or equivalent. |
| 729 | 10 Pair |
| 730 | 20 Pair |
| 731 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 732 | RJ 45 Socket For Internet Similar to Legrand Cat Ref. 673155 or equivalent. |
| 733 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. |
| 734 | Supplying and fixing suitable size GI box with modular plateand cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 735 | Supplying and fixing suitable size GI box with modular plateand cover in front on surface or in recess, including providingand fixing 6 pin 5/6 A & 15/16 A modular socket outlet and15/16 A modular switch, connections etc. as required. |
| 736 | Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required. |
| 737 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing,commissioning etc. as required. |
| 738 | Providing and fixing circular/ Hexagonal GI box for ceiling fanclamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick GI sheet with its top surface hacked for proper bonding, top lid shall be screwed into the GI box by means of 3.3 mm dia round headed screws, one lock at the corners, clamp shall be made of 12 mm dia M.S. bar bent to shape as per standarddrawing. |
| 739 | Supply, installation, testing & commissioning of following size Telephone KG Krone Box with hing door and mounting accessories as required. |
| 740 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 741 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 742 | 6 way (4 + 18), Double door |
| 743 | Supplying and fixing of following ways surface/ recessmounting, vertical type, 415 V, TPN MCB distribution board ofsheet steel, dust protected, duly powder painted, inclusive of200 A tinned copper bus bar, common neutral link, earth bar,din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally usedwhere 3 phase outlets are required.) |
| 744 | Supplying and fixing following rating, four pole, 415 V, isolatorin the existing MCB DB complete with connections, testing andcommissioning etc. as required. |
| 745 | Supplying and fixing 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 746 | 5 to 32 Amp. Single pole |
| 747 | 63 Amp. Double pole |
| 748 | 63 Amp. Four pole |
| 749 | Providing and fixing M.V. danger notice plate of 200 mm X 150mm, made of mild steel, at least 2 mm thick, and vitreousenameled white on both sides, and with inscription in single red colour on front side as required. |
| 750 | Supplying and fixing Cable End Box (Loose wire box)(IP 43)suitable for following triple pole and neutral, sheet steel, MCBdistribution board, 415 V, on surface/ recess, complete withtesting and commissioning etc. as required. |
| 751 | For 6 way, Double door TPN MCBDB |
| 752 | Supplying installation testing and commissioning Recess Mount Downlighter Mollis Recess Downlighter 18W LED complete in all respect. |
| 753 | Supplying installation testing and commissioning Suurface Mount Linear Batten TRIM LED Neo1x20W LED complete in all respect. |
| 754 | Supplying installation testing and commissioning Suurface Mount Linear Batten TRIM LED Neo 10W LED complete in all respect. |
| 755 | Supplying of 1200mm sweep ceiling fan |
| 756 | INTERNAL W/S & SANITORY |
| 757 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required |
| 758 | W.C. pan with ISI marked white solid plastic seat and lid |
| 759 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: |
| 760 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. |
| 761 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required |
| 762 | c) Range of three urinal basins with 10 litre white P.V.C. automatic flushing cistern |
| 763 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. |
| 764 | b) 40mm dia |
| 765 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 766 | Providing & fixing PTMT towl rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour. 600 mm. long towl rail length of 645 mm. width 78 mm. and effective height of 88 mm, weighing not less than 190 gms. |
| 767 | Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms. |
| 768 | Providing & fixing 32 # G.I. Pipes spout including cutting & making good the walls etc. |
| 769 | Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size) around P.V.C /C.I. Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) |
| 770 | 110/75 mm diameter |
| 771 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. |
| 772 | internal work -Exposed on wall |
| 773 | 20mm dia nominal outer dia pipes |
| 774 | 25mm dia nominal outer dia pipes |
| 775 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. |
| 776 | Concealed work including cutting chases and making good the walls etc. |
| 777 | 15mm dia nominal outer dia pipes |
| 778 | 20mm dia nominal outer dia pipes |
| 779 | Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 |
| 780 | 15mm nominal bore |
| 781 | Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 782 | 15mm nominal bore |
| 783 | Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 |
| 784 | 15mm nominal bore |
| 785 | Providing & fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. |
| 786 | Providing and fixing gun metal gate valve with wheel of approved quality. |
| 787 | 25mm dia nominal bore |
| 788 | 20 mm dia nominal bore |
| 789 | Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before but excluding supply and cost of other fIttlings such as elbow,bend,tee and y-tee including supply of al marerial labour and T&P.Required for proper completion of work. |
| 790 | 75 mm O.D. |
| 791 | 110 mm O.D. |
| 792 | Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali. |
| 793 | Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735. |
| 794 | Size 75 mm |
| 795 | Size 110 mm |
| 796 | Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735. |
| 797 | Size 75/90 mm |
| 798 | Size 110 mm |
| 799 | Supply and fixing of UPVC S.W.R. plain tee confirming to IS-14735. |
| 800 | Size 75x75x75 mm |
| 801 | Size 110x110x110 mm |
| 802 | Supply and fixing of UPVC S.W.R. plain Y confirming to IS-14735. |
| 803 | Size 75 mm |
| 804 | Size 110 mm |
| 805 | COST OF STAFF RESIDENCE:- |
| 806 | Earth work in excavation in trenches for foundations and pipes cables etc in ordinary soil (loan clay or sand) including lift upto 1.5 m, lead upto 50 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer- in- charge with in a lead of 50m .(Including royalty). |
| 807 | Filling of good earth for filling low land pocket from 8 km distance including loading unloading & ramming watering proper compaction with not exceeding 20 cm layer work to be executed as per direction of engineer-in-charge complete. |
| 808 | Sand filling in plinth including supply of necessary quantity of sand from a distance not excluding 8km from the site of work and including watering dressing etc. rate to include cost of all materials, labour and T&P etc.required for proper completion of the work. |
| 809 | Construction of dry lean cement concrete sub base over a prepared sub- grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. |
| 810 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 stone ballast 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. |
| 811 | Making apron(with Drain & other )analysis 230x230mm |
| 812 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 813 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 814 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Slab |
| 815 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). beam |
| 816 | Boring, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) 300 mm dia piles |
| 817 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submitt the design of loading platform for the approval of Engineer-in-charge. Single pile upto 50 tonne Safe capacity |
| 818 | Initial test (Test Load 2.5 times the Safecapacity) |
| 819 | Routine test (Test Load 1.5 times the Safecapacity) |
| 820 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in .foundation and plinth in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 821 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 822 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 823 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 824 | Supply and fixing of flush doors commercial quality conforming to I.S.2202 Part I (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges, bolts,locks, handle, springs and other fittings with necessary screws completed. |
| 825 | 35 mm thick -Single leaf |
| 826 | Supply and fixing of 35 mm thick flush doors commercial quality conforming to I.S.2202 Part I (1983) including fixing of wooden cleats and stoppers and including ixing and adjustment of hinges, bolts,locks, handle, springs and other fittings with necessary screws . & Providing & Fixing both side decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 1.0 mm thick |
| 827 | Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size Kiln seasoned and chemically treated hollock wood |
| 828 | HYSD Steel or Iron work of small sizes and section such as holding down bolts, hold fast, tie rod gratings etc. wrought to required from including supply of steel bolts, nuts and wastage, etc. and their fixing required for proper completion of the works. |
| 829 | Fabrication of hold fast for door chaukhats and windows. |
| 830 | Fabrication of M.S. Grill |
| 831 | Fabrication of M.S. Z-section window and ventilators |
| 832 | Fabrication of M.S. Angle iron 40x40x5 mm |
| 833 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and lerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.With 12 mm mild steel U beading |
| 834 | Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete :25 mm dia |
| 835 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. |
| 836 | Door chowkhats . |
| 837 | Window chowkhats . |
| 838 | Clerestory window/ventilator chowkhats . |
| 839 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 840 | 15 mm thick plaster in 1:4 cement & course sand on outer wall below Ground level & inner wall below plinth level in 15 cm width. |
| 841 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth as per the direction E/I. (1) 1 cement : 6 C. sand |
| 842 | as per item no852 |
| 843 | 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth as per the direction E/I. (1)1 cement : 6 C. sand. |
| 844 | as per item no 854 |
| 845 | Making groove 10x12 mm widex 8 mm deep in plaster of the wall or in ceilling vertically or horizontally as required. |
| 846 | 25 mm thick Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand( F.M. 2.2 to 3.6) :4 graded stone aggregate of size 12.5 mm below) without base concrete & finished with 3mm thick floating coat of cement slurry but excluding cost of glass strip. |
| 847 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment,epoxy touch ups, including rubbing, curing, moulding and polishing to edgesto give high gloss finish etc. complete at all levels. |
| 848 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete |
| 849 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. [IN FLOORING] |
| 850 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. [IN SKIRTING] |
| 851 | Kota stone slab 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) |
| 852 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 853 | Finishing with Epoxy paint (two or more coats) at all locations preparedand applied as per manufacturer's specifications including appropriatepriming coat, preparation of surface, etc. complete On steel work |
| 854 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture |
| 855 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) |
| 856 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 857 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 858 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : With 4.0 mm thick glass panes. |
| 859 | Providing & fixing stainless steel sliding door bolts ISI marked required colour or shade with nuts and screws etc complete.300X12 MM |
| 860 | P/Fixing stainless steel tower bolts ISI marked to required colour or shade with necessary screws etc complete.250X10 MM |
| 861 | Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. |
| 862 | 15 mm thick plaster in 1:4 cement & course sand on outer wall below Ground level & inner wall below plinth level in 15 cm width. |
| 863 | Supply and filling of cinder in sunken in portion of building including breaking into required sizes including supply of all material, labour T&P required for proper completion of the work. |
| 864 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 865 | Lintels, beams, plinth beams, girders, bressumers andcantilevers |
| 866 | Suspended floors, roofs, landings, balconies and accessplatform |
| 867 | (b) Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 868 | WIRING IN STEEL AND PVC CONDUIT:_ |
| 869 | Wiring for light point/ fan point/ exhaust fan point/ call bellpoint with 1.5 sq.mm FRLS PVC insulated copper conductorsingle core cable in surface / recessed steel conduit, withmodular switch, modular plate, suitable GI box and earthing thepoint with 1.5 sq.mm FRLS PVC insulated copper conductorsingle core cable etc. as required. |
| 870 | Group C |
| 871 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 872 | Group C |
| 873 | Wiring for twin control light point with 1.5 sq.mm FRLS PVCinsulated copper conductor single core cable in surface /recessed steel conduit, 2 way modular switch, modular plate,suitable GI box and earthing the point with 1.5 sq.mm FRLSPVC insulated copper conductor single core cable etc. asrequired. |
| 874 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 875 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 876 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 877 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 878 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 879 | Supplying and drawing following pair 0.5 mm dia FRLS PVCinsulated annealed copper conductor, unarmored telephonecable in the existing surface/ recessed steel/ PVC conduit asrequired. |
| 880 | 2 Pair |
| 881 | Supplying and drawing co-axial TV cable, 0.7 mmsolid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. |
| 882 | RG-6 grade |
| 883 | Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in theexisting surface/ recessed Steel/ PVC conduit as required. |
| 884 | 1 run of cable |
| 885 | Supplying and fixing of following sizes of medium class PVCconduit along with accessories in surface/recess includingcutting the wall and making good the same in case of recessedconduit as required. |
| 886 | 25 mm |
| 887 | Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, armored telephone cable as required similar to Skytone or equivalent. |
| 888 | 10 Pair |
| 889 | 20 Pair |
| 890 | Supplying and fixing two module stepped type electronic fanregulator on the existing modular plate switch box includingconnections but excluding modular plate etc. as required. |
| 891 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 892 | 15/16 A switch |
| 893 | 3 pin 5/6 A socket outlet |
| 894 | Telephone socket outlet |
| 895 | TV antenna socket outlet |
| 896 | RJ 45 Socket For Internet Similar to Legrand Cat Ref. 673155 or equivalent. |
| 897 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. |
| 898 | 1 or 2 Module (75 mmX75 mm) |
| 899 | 6 Module (200 mmX75 mm) |
| 900 | Supplying and fixing suitable size GI box with modular plateand cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 901 | Supplying and fixing suitable size GI box with modular plateand cover in front on surface or in recess, including providingand fixing 6 pin 5/6 A & 15/16 A modular socket outlet and15/16 A modular switch, connections etc. as required. |
| 902 | Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, “C” curve including connections, painting etc. as required. |
| 903 | Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. |
| 904 | Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required. |
| 905 | Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required. |
| 906 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing,commissioning etc. as required. |
| 907 | Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. |
| 908 | Providing and fixing circular/ Hexagonal GI box for ceiling fanclamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick GI sheet with its top surface hacked for proper bonding, top lid shall be screwed into the GI box by means of 3.3 mm dia round headed screws, one lock at the corners, clamp shall be made of 12 mm dia M.S. bar bent to shape as per standarddrawing. |
| 909 | Supply, installation, testing & commissioning of following size Telephone KG Krone Box with hing door and mounting accessories as required. |
| 910 | 10 Pair |
| 911 | Supply, installation, testing & commissioning of TV Splitter Box. |
| 912 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 913 | 8 way, Double door |
| 914 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 915 | 6 way (4 + 18), Double door |
| 916 | Supplying and fixing of following ways surface/ recessmounting, vertical type, 415 V, TPN MCB distribution board ofsheet steel, dust protected, duly powder painted, inclusive of200 A tinned copper bus bar, common neutral link, earth bar,din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally usedwhere 3 phase outlets are required.) |
| 917 | Supplying and fixing following rating, four pole, 415 V, isolatorin the existing MCB DB complete with connections, testing andcommissioning etc. as required. |
| 918 | Supplying and fixing 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 919 | 5 to 32 Amp. Single pole |
| 920 | 63 Amp. Double pole |
| 921 | 63 Amp. Four pole |
| 922 | Providing and fixing M.V. danger notice plate of 200 mm X 150mm, made of mild steel, at least 2 mm thick, and vitreousenameled white on both sides, and with inscription in single red colour on front side as required. |
| 923 | Supplying and fixing Cable End Box (Loose wire box)(IP 43)suitable for following triple pole and neutral, sheet steel, MCBdistribution board, 415 V, on surface/ recess, complete withtesting and commissioning etc. as required. |
| 924 | For 4 way, Double door TPN MCBDB |
| 925 | Supplying installation testing and commissioning Recess Mount 2x2 LED tile Elate Recess Mounted 36W LED complete in all respect. |
| 926 | Supplying installation testing and commissioning Recess Mount 2x2 LED tile Elate Recess Mounted 30W LED complete in all respect. |
| 927 | Supplying installation testing and commissioning Recess Mount Downlighter Mollis Recess Downlighter 15W LED complete in all respect. |
| 928 | Supplying installation testing and commissioning Recess Mount Downlighter Mollis Recess Downlighter 18W LED complete in all respect. |
| 929 | Supplying installation testing and commissioning Suurface Mount Linear Batten TRIM LED Neo1x20W LED complete in all respect. |
| 930 | Supplying installation testing and commissioning Suurface Mount Linear Batten TRIM LED Neo 10W LED complete in all respect. |
| 931 | Supplying of 1200mm sweep ceiling fan |
| 932 | Supplying installation testing and commissioning of 300mm sweep 1500 RPM heavy Duty Exhaust Fan . |
| 933 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required |
| 934 | W.C. pan with ISI marked white solid plastic seat and lid |
| 935 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: |
| 936 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. |
| 937 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required |
| 938 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. |
| 939 | Semi rigid pipe |
| 940 | b) 40mm dia |
| 941 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 942 | Providing & fixing PTMT towl rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour. 600 mm. long towl rail length of 645 mm. width 78 mm. and effective height of 88 mm, weighing not less than 190 gms. |
| 943 | Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms. |
| 944 | Providing & fixing 32 # G.I. Pipes spout including cutting & making good the walls etc. |
| 945 | Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size) around P.V.C /C.I. Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) |
| 946 | 110/75 mm diameter |
| 947 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. |
| 948 | internal work -Exposed on wall |
| 949 | 20mm dia nominal outer dia pipes |
| 950 | 25mm dia nominal outer dia pipes |
| 951 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. |
| 952 | Concealed work including cutting chases and making good the walls etc. |
| 953 | 15mm dia nominal outer dia pipes |
| 954 | 20mm dia nominal outer dia pipes |
| 955 | Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 |
| 956 | 15mm nominal bore |
| 957 | Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 958 | 15mm nominal bore |
| 959 | Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 |
| 960 | 15mm nominal bore |
| 961 | Providing & fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. |
| 962 | Providing and fixing gun metal gate valve with wheel of approved quality. |
| 963 | 25mm dia nominal bore |
| 964 | 20 mm dia nominal bore |
| 965 | Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before but excluding supply and cost of other fIttlings such as elbow,bend,tee and y-tee including supply of al marerial labour and T&P.Required for proper completion of work. |
| 966 | 75 mm O.D. |
| 967 | 110 mm O.D. |
| 968 | Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali. |
| 969 | Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735. |
| 970 | Size 75 mm |
| 971 | Size 110 mm |
| 972 | Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735. |
| 973 | Size 75/90 mm |
| 974 | Size 110 mm |
| 975 | Supply and fixing of UPVC S.W.R. plain tee confirming to IS-14735. |
| 976 | Size 75x75x75 mm |
| 977 | Size 110x110x110 mm |
| 978 | Supply and fixing of UPVC S.W.R. plain Y confirming to IS-14735. |
| 979 | Size 75 mm |
| 980 | Size 110 mm |
| 981 | COST OF PRINCIPLE RESIDENCE:- |
| 982 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 983 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift |
| 984 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 985 | Construction of dry lean cement concrete sub base over a prepared sub- grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. |
| 986 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 stone ballast 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. |
| 987 | Making apron(with Drain & other )analysis 230x230mm |
| 988 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 989 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 990 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Slab |
| 991 | Boring, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) 300 mm dia piles |
| 992 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submitt the design of loading platform for the approval of Engineer-in-charge. Single pile upto 50 tonne Safe capacity |
| 993 | Initial test (Test Load 2.5 times the Safecapacity) |
| 994 | Routine test (Test Load 1.5 times the Safecapacity) |
| 995 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in .foundation and plinth in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 996 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 997 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 998 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 999 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: |
| 1000 | 35 mm thick -Single leaf |
| 1001 | 35 mm thick -Double leaf |
| 1002 | Providing and fixing wire gauge shutters using Stainless steel wire gauge (grade-304) of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size Kiln seasoned and chemically treated hollock wood |
| 1003 | Providing and fixing cup board shutters with 25 mm thick veneered particle board IS : 3097 marked, exterior grade (Grade I), of approved make, including IInd class teak wood lipping of 25 mm wide x 12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of Engineer-in-Charge. |
| 1004 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 1005 | Fabrication of hold fast for door chaukhats and windows. |
| 1006 | Fabrication of M.S. Grill |
| 1007 | Fabrication of M.S. Z-section window and ventilators |
| 1008 | Fabrication of M.S. Angle iron 40x40x5 mm |
| 1009 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and lerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.With 12 mm mild steel U beading |
| 1010 | Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete :25 mm dia |
| 1011 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. |
| 1012 | Door chowkhats . |
| 1013 | Window chowkhats . |
| 1014 | Clerestory window/ventilator chowkhats . |
| 1015 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 1016 | 15 mm thick plaster in 1:4 cement & course sand on outer wall below Ground level & inner wall below plinth level in 15 cm width. |
| 1017 | 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) |
| 1018 | Item no 1028 |
| 1019 | 15 mm cement plaster on rough side of single or half brick wall of mix 1:6 (1 cement: 6 coarse sand) |
| 1020 | Item no 1031 |
| 1021 | plaster groove in plastered surface or moulding to R.C.C. projections. |
| 1022 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate |
| 1023 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment,epoxy touch ups, including rubbing, curing, moulding and polishing to edgesto give high gloss finish etc. complete at all levels. |
| 1024 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete |
| 1025 | Providing and laying vitrified floor tiles in 600x600mm sizes (thickness to be specified by the manufacturer) with water absorption 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 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. |
| 1026 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete Size of Tile 600x600 mm |
| 1027 | Kota stone slab 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) |
| 1028 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 1029 | Finishing with Epoxy paint (two or more coats) at all locations preparedand applied as per manufacturer's specifications including appropriatepriming coat, preparation of surface, etc. complete On steel work |
| 1030 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture |
| 1031 | Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). |
| 1032 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two or more coats applied on walls @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr / 10sqm : |
| 1033 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 1034 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 1035 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 10.30.1 4.0 mm thick glass panes |
| 1036 | Providing & fixing aluminium/stainless steel sliding door bolts ISI marked required colour or shade with nuts and screws etc complete.250x16 mm |
| 1037 | P/Fixing aluminium/stainless steel tower bolts ISI marked to required colour or shade with necessary screws etc complete.250x10 mm |
| 1038 | Providing and fixing aluminium/Stainless Steel handles ISI marked to required colour or shade with necessary screws etc complete. 150mm |
| 1039 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper |
| 1040 | 15 mm thick plaster in 1:4 cement & course sand on outer wall below Ground level & inner wall below plinth level in 15 cm width. |
| 1041 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 1042 | Lintels, beams, plinth beams, girders, bressumers andcantilevers |
| 1043 | Suspended floors, roofs, landings, balconies and accessplatform |
| 1044 | WIRING IN STEEL AND PVC CONDUIT |
| 1045 | Wiring for light point/ fan point/ exhaust fan point/ call bellpoint with 1.5 sq.mm FRLS PVC insulated copper conductorsingle core cable in surface / recessed steel conduit, withmodular switch, modular plate, suitable GI box and earthing thepoint with 1.5 sq.mm FRLS PVC insulated copper conductorsingle core cable etc. as required. |
| 1046 | Group C |
| 1047 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 1048 | Group C |
| 1049 | Wiring for twin control light point with 1.5 sq.mm FRLS PVCinsulated copper conductor single core cable in surface /recessed steel conduit, 2 way modular switch, modular plate,suitable GI box and earthing the point with 1.5 sq.mm FRLSPVC insulated copper conductor single core cable etc. asrequired. |
| 1050 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 1051 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 1052 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 1053 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 1054 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 1055 | Supplying and drawing following pair 0.5 mm dia FRLS PVCinsulated annealed copper conductor, unarmored telephonecable in the existing surface/ recessed steel/ PVC conduit asrequired. |
| 1056 | 2 Pair |
| 1057 | Supplying and drawing co-axial TV cable, 0.7 mmsolid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. |
| 1058 | RG-6 grade |
| 1059 | Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in theexisting surface/ recessed Steel/ PVC conduit as required. |
| 1060 | 1 run of cable |
| 1061 | Supplying and fixing of following sizes of medium class PVCconduit along with accessories in surface/recess includingcutting the wall and making good the same in case of recessedconduit as required. |
| 1062 | 25 mm |
| 1063 | Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, armored telephone cable as required similar to Skytone or equivalent. |
| 1064 | 10 Pair |
| 1065 | 20 Pair |
| 1066 | Supplying and fixing two module stepped type electronic fanregulator on the existing modular plate switch box includingconnections but excluding modular plate etc. as required. |
| 1067 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 1068 | 15/16 A switch |
| 1069 | 3 pin 5/6 A socket outlet |
| 1070 | Telephone socket outlet |
| 1071 | TV antenna socket outlet |
| 1072 | RJ 45 Socket For Internet Similar to Legrand Cat Ref. 673155 or equivalent. |
| 1073 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. |
| 1074 | 1 or 2 Module (75 mmX75 mm) |
| 1075 | 6 Module (200 mmX75 mm) |
| 1076 | Supplying and fixing suitable size GI box with modular plateand cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 1077 | Supplying and fixing suitable size GI box with modular plateand cover in front on surface or in recess, including providingand fixing 6 pin 5/6 A & 15/16 A modular socket outlet and15/16 A modular switch, connections etc. as required. |
| 1078 | Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, “C” curve including connections, painting etc. as required. |
| 1079 | Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. |
| 1080 | Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required. |
| 1081 | Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required. |
| 1082 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing,commissioning etc. as required. |
| 1083 | Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. |
| 1084 | Providing and fixing circular/ Hexagonal GI box for ceiling fanclamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick GI sheet with its top surface hacked for proper bonding, top lid shall be screwed into the GI box by means of 3.3 mm dia round headed screws, one lock at the corners, clamp shall be made of 12 mm dia M.S. bar bent to shape as per standarddrawing. |
| 1085 | Supply, installation, testing & commissioning of following size Telephone KG Krone Box with hing door and mounting accessories as required. |
| 1086 | 10 Pair |
| 1087 | Supply, installation, testing & commissioning of TV Splitter Box. |
| 1088 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 1089 | 8 way, Double door |
| 1090 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 1091 | 4 way (4 + 12), Double door |
| 1092 | Supplying and fixing of following ways surface/ recessmounting, vertical type, 415 V, TPN MCB distribution board ofsheet steel, dust protected, duly powder painted, inclusive of200 A tinned copper bus bar, common neutral link, earth bar,din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally usedwhere 3 phase outlets are required.) |
| 1093 | Supplying and fixing following rating, four pole, 415 V, isolatorin the existing MCB DB complete with connections, testing andcommissioning etc. as required. |
| 1094 | Supplying and fixing 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 1095 | 5 to 32 Amp. Single pole |
| 1096 | 63 Amp. Double pole |
| 1097 | 63 Amp. Four pole |
| 1098 | Providing and fixing M.V. danger notice plate of 200 mm X 150mm, made of mild steel, at least 2 mm thick, and vitreousenameled white on both sides, and with inscription in single red colour on front side as required. |
| 1099 | Supplying and fixing Cable End Box (Loose wire box)(IP 43)suitable for following triple pole and neutral, sheet steel, MCBdistribution board, 415 V, on surface/ recess, complete withtesting and commissioning etc. as required. |
| 1100 | For 4 way, Double door TPN MCBDB |
| 1101 | Supplying installation testing and commissioning Recess Mount Downlighter Mollis Recess Downlighter 18W LED complete in all respect. |
| 1102 | Supplying installation testing and commissioning Suurface Mount Linear Batten TRIM LED Neo1x20W LED complete in all respect. |
| 1103 | Supplying installation testing and commissioning Suurface Mount Linear Batten TRIM LED Neo 10W LED complete in all respect. |
| 1104 | Supplying of 1200mm sweep ceiling fan |
| 1105 | Supplying installation testing and commissioning of 300mm sweep 1500 RPM heavy Duty Exhaust Fan . |
| 1106 | INTERNAL W/S & SANITATION |
| 1107 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required |
| 1108 | 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid |
| 1109 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: |
| 1110 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. |
| 1111 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required |
| 1112 | Kitchen sink with drain board of size 510x1040x200mm |
| 1113 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. |
| 1114 | Semi rigid pipe |
| 1115 | b) 40mm dia |
| 1116 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 1117 | Providing & fixing PTMT towl rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour. 600 mm. long towl rail length of 645 mm. width 78 mm. and effective height of 88 mm, weighing not less than 190 gms. |
| 1118 | Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms. |
| 1119 | Providing & fixing 32 # G.I. Pipes spout including cutting & making good the walls etc. |
| 1120 | Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size) around P.V.C /C.I. Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) |
| 1121 | 110/75 mm diameter |
| 1122 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. |
| 1123 | internal work -Exposed on wall |
| 1124 | 20mm dia nominal outer dia pipes |
| 1125 | 25mm dia nominal outer dia pipes |
| 1126 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. |
| 1127 | Concealed work including cutting chases and making good the walls etc. |
| 1128 | 15mm dia nominal outer dia pipes |
| 1129 | 20mm dia nominal outer dia pipes |
| 1130 | Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 |
| 1131 | 15mm nominal bore |
| 1132 | Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 1133 | 15mm nominal bore |
| 1134 | Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 |
| 1135 | 15mm nominal bore |
| 1136 | Providing & fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. |
| 1137 | Providing and fixing gun metal gate valve with wheel of approved quality. |
| 1138 | 25mm dia nominal bore |
| 1139 | 20 mm dia nominal bore |
| 1140 | Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before but excluding supply and cost of other fIttlings such as elbow,bend,tee and y-tee including supply of al marerial labour and T&P.Required for proper completion of work. |
| 1141 | 75 mm O.D. |
| 1142 | 110 mm O.D. |
| 1143 | Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali. |
| 1144 | Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735. |
| 1145 | Size 75 mm |
| 1146 | Size 110 mm |
| 1147 | Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735. |
| 1148 | Size 75/90 mm |
| 1149 | Size 110 mm |
| 1150 | Supply and fixing of UPVC S.W.R. plain tee confirming to IS-14735. |
| 1151 | Size 75x75x75 mm |
| 1152 | Size 110x110x110 mm |
| 1153 | Supply and fixing of UPVC S.W.R. plain Y confirming to IS-14735. |
| 1154 | Size 75 mm |
| 1155 | Size 110 mm |
| 1156 | COST OF DORMITORY:- |
| 1157 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 1158 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift |
| 1159 | Construction of dry lean cement concrete sub base over a prepared sub- grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. |
| 1160 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) ,including cost of form- work,in foundation and floors. |
| 1161 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 1162 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 1163 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). [FOR LINTEL] M-20. |
| 1164 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). [FOR SUNSHADE] M-20. |
| 1165 | As in item above but in R.C.C. Raft foundation and footing with approved stone ballast. (Using 1:1.5:3 Mix concrete) |
| 1166 | Boring, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) 300 mm dia piles |
| 1167 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submitt the design of loading platform for the approval of Engineer-in-charge. Single pile upto 50 tonne Safe capacity |
| 1168 | Initial test (Test Load 2.5 times the Safecapacity) |
| 1169 | Routine test (Test Load 1.5 times the Safecapacity) |
| 1170 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). [FOR BEAM] M-20. |
| 1171 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). [FOR SLAB] M-20. |
| 1172 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 1173 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in .foundation and plinth in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 1174 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 1175 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 1176 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: |
| 1177 | 35 MM THICK |
| 1178 | Item no 1188 |
| 1179 | Mild steel or iron work of small sizes and sections such as holding down bolts,hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel , bolts, nuts and wastages etc their fixing required for completion of the work |
| 1180 | Angle iron door chaukhat ( 40 x 40 x 5 mm ) |
| 1181 | Fabrication of grill / stair case railing. |
| 1182 | Fabrication of Z - section steel windows. |
| 1183 | Fixing of steel or wooden chaukhats in position. |
| 1184 | (a) Door chaukhats |
| 1185 | (b) Window chaukhats |
| 1186 | (c) Ventilator chaukhats |
| 1187 | 15mm thick plaster with cement mortar in proportion of 1:4 cement & Coarse sand) |
| 1188 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 1189 | 15mm thick plaster wit cement mortar in proportion of 1:6 cement & Coarse sand) |
| 1190 | Same as above but plastering on ceiling and soffits of stairs linsteed of plastering .(1) 1 Cement : 3 Coarse sand |
| 1191 | Making grooves 10 to 12 mm widex 8mm deep in plaster of the wallor in ceiling vertically or horizontally as required. |
| 1192 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 1193 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing he joints with white cement and matching pigment etc., complete |
| 1194 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing he joints with white cement and matching pigment etc., complete |
| 1195 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. [IN FLOORING] |
| 1196 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. [IN SKIRTING] |
| 1197 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate [AT APRON] |
| 1198 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 1199 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture |
| 1200 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). |
| 1201 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 1202 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour. New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre . |
| 1203 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes (weights not less than 10 kg/ sqm). |
| 1204 | Providing & fixing stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 300mm x 16mm |
| 1205 | P/Fixing stainless steel tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as / IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. 250 mm x 10mm |
| 1206 | As Item No.39 And 150x10mm |
| 1207 | Providing & fixing stainless steel door handles with screws and 150mm long.SI marked |
| 1208 | Construction of drain of size of size 150 x 150 mm along with apron including excavation,base concrete 1:4:8 in thickness of 7.5cm of and brick work in foundation 1:4( 1 cement : 4 coarse sand) and brickwork in half brick thick in foundation 25mm thick cement concrete (1:2:4 mix) flooring base and 20mm thick plaster (1:2) finished with neat cement. (Analysis) |
| 1209 | S/F of glass strips for flooring.40mm wide & 4 mm thick |
| 1210 | Kota stone slab 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) :. [IN FLOORING] |
| 1211 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 1212 | Providing and laying \\"Brick coba\\"12 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15 mm to each other,over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound.spreading cement slurry mixed with acrilic cement concrete water proofing compoundfilled gapes of coba and top of coba mortar with water proofing compound in 1:4 cement and coarse sand mortar .Allabove operations to be done in order and as directed and specified by the Engineer-in-Charge With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 1213 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.With 12 mm mild steel U beading |
| 1214 | Providing and fixing wire gauge shutters using With ISI marked stainless steel butt hinges required sizeof aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :32mm thick shutters With ISI marked stainless steel butt hinges of required sizeSecond class teak wood |
| 1215 | Providing & laying cement concrete in 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggreagate 20mm nominal size) including supply of all materials,labour and T & P etc. required for completion of work and curing complete including cost of form work in foundation and floors |
| 1216 | Providing & laying of light cinder filling under floor of toilets & other sunken roofs. |
| 1217 | Aluminium sheet 26 gauge |
| 1218 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. |
| 1219 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 1220 | Lintels, beams, plinth beams, girders, bressumers andcantilevers |
| 1221 | Suspended floors, roofs, landings, balconies and accessplatform |
| 1222 | (b) Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 1223 | WIRING IN STEEL AND PVC CONDUIT |
| 1224 | Wiring for light point/ fan point/ exhaust fan point/ call bellpoint with 1.5 sq.mm FRLS PVC insulated copper conductorsingle core cable in surface / recessed steel conduit, withmodular switch, modular plate, suitable GI box and earthing thepoint with 1.5 sq.mm FRLS PVC insulated copper conductorsingle core cable etc. as required. |
| 1225 | Group C |
| 1226 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 1227 | Group C |
| 1228 | Wiring for twin control light point with 1.5 sq.mm FRLS PVCinsulated copper conductor single core cable in surface /recessed steel conduit, 2 way modular switch, modular plate,suitable GI box and earthing the point with 1.5 sq.mm FRLSPVC insulated copper conductor single core cable etc. asrequired. |
| 1229 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 1230 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 1231 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 1232 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 1233 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 1234 | Supplying and drawing following pair 0.5 mm dia FRLS PVCinsulated annealed copper conductor, unarmored telephonecable in the existing surface/ recessed steel/ PVC conduit asrequired. |
| 1235 | 2 Pair |
| 1236 | Supplying and drawing co-axial TV cable, 0.7 mmsolid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. |
| 1237 | RG-6 grade |
| 1238 | Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in theexisting surface/ recessed Steel/ PVC conduit as required. |
| 1239 | 1 run of cable |
| 1240 | Supplying and fixing of following sizes of medium class PVCconduit along with accessories in surface/recess includingcutting the wall and making good the same in case of recessedconduit as required. |
| 1241 | 25 mm |
| 1242 | Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, armored telephone cable as required similar to Skytone or equivalent. |
| 1243 | Supplying and fixing two module stepped type electronic fanregulator on the existing modular plate switch box includingconnections but excluding modular plate etc. as required. |
| 1244 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 1245 | 15/16 A switch |
| 1246 | 3 pin 5/6 A socket outlet |
| 1247 | Telephone socket outlet |
| 1248 | TV antenna socket outlet |
| 1249 | RJ 45 Socket For Internet Similar to Legrand Cat Ref. 673155 or equivalent. |
| 1250 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. |
| 1251 | 1 or 2 Module (75 mmX75 mm) |
| 1252 | 6 Module (200 mmX75 mm) |
| 1253 | Supplying and fixing suitable size GI box with modular plateand cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 1254 | Supplying and fixing suitable size GI box with modular plateand cover in front on surface or in recess, including providingand fixing 6 pin 5/6 A & 15/16 A modular socket outlet and15/16 A modular switch, connections etc. as required. |
| 1255 | Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required. |
| 1256 | Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required. |
| 1257 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing,commissioning etc. as required. |
| 1258 | Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. |
| 1259 | Providing and fixing circular/ Hexagonal GI box for ceiling fanclamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick GI sheet with its top surface hacked for proper bonding, top lid shall be screwed into the GI box by means of 3.3 mm dia round headed screws, one lock at the corners, clamp shall be made of 12 mm dia M.S. bar bent to shape as per standarddrawing. |
| 1260 | Supply, installation, testing & commissioning of following size Telephone KG Krone Box with hing door and mounting accessories as required. |
| 1261 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 1262 | 8 way, Double door |
| 1263 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 1264 | 4 way (4 + 12), Double door |
| 1265 | Supplying and fixing of following ways surface/ recessmounting, vertical type, 415 V, TPN MCB distribution board ofsheet steel, dust protected, duly powder painted, inclusive of200 A tinned copper bus bar, common neutral link, earth bar,din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally usedwhere 3 phase outlets are required.) |
| 1266 | Supplying and fixing following rating, four pole, 415 V, isolatorin the existing MCB DB complete with connections, testing andcommissioning etc. as required. |
| 1267 | Supplying and fixing 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 1268 | 5 to 32 Amp. Single pole |
| 1269 | 63 Amp. Double pole |
| 1270 | 63 Amp. Four pole |
| 1271 | Providing and fixing M.V. danger notice plate of 200 mm X 150mm, made of mild steel, at least 2 mm thick, and vitreousenameled white on both sides, and with inscription in single red colour on front side as required. |
| 1272 | Supplying and fixing Cable End Box (Loose wire box)(IP 43)suitable for following triple pole and neutral, sheet steel, MCBdistribution board, 415 V, on surface/ recess, complete withtesting and commissioning etc. as required. |
| 1273 | For 4 way, Double door TPN MCBDB |
| 1274 | Supplying installation testing and commissioning Recess Mount Downlighter Mollis Recess Downlighter 18W LED complete in all respect. |
| 1275 | Supplying installation testing and commissioning Suurface Mount Linear Batten TRIM LED Neo1x20W LED complete in all respect. |
| 1276 | Supplying of 1200mm sweep ceiling fan |
| 1277 | Supplying installation testing and commissioning of 300mm sweep 1500 RPM heavy Duty Exhaust Fan . |
| 1278 | INTERNAL W/S & SANITISATION |
| 1279 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required |
| 1280 | 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid |
| 1281 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: |
| 1282 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. |
| 1283 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required |
| 1284 | c) Range of three urinal basins with 10 litre white P.V.C. automatic flushing cistern |
| 1285 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. |
| 1286 | Semi rigid pipe |
| 1287 | b) 40mm dia |
| 1288 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 1289 | Providing & fixing PTMT towl rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour. 600 mm. long towl rail length of 645 mm. width 78 mm. and effective height of 88 mm, weighing not less than 190 gms. |
| 1290 | Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms. |
| 1291 | Providing & fixing 32 # G.I. Pipes spout including cutting & making good the walls etc. |
| 1292 | Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size) around P.V.C /C.I. Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) |
| 1293 | 110/75 mm diameter |
| 1294 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. |
| 1295 | internal work -Exposed on wall |
| 1296 | 20mm dia nominal outer dia pipes |
| 1297 | 25mm dia nominal outer dia pipes |
| 1298 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. |
| 1299 | Concealed work including cutting chases and making good the walls etc. |
| 1300 | 15mm dia nominal outer dia pipes |
| 1301 | 20mm dia nominal outer dia pipes |
| 1302 | Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 |
| 1303 | 15mm nominal bore |
| 1304 | Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 1305 | 15mm nominal bore |
| 1306 | Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 |
| 1307 | 15mm nominal bore |
| 1308 | Providing & fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. |
| 1309 | Providing and fixing gun metal gate valve with wheel of approved quality. |
| 1310 | 25mm dia nominal bore |
| 1311 | 20 mm dia nominal bore |
| 1312 | Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before but excluding supply and cost of other fIttlings such as elbow,bend,tee and y-tee including supply of al marerial labour and T&P.Required for proper completion of work. |
| 1313 | 75 mm O.D. |
| 1314 | 110 mm O.D. |
| 1315 | Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali. |
| 1316 | Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735. |
| 1317 | Size 75 mm |
| 1318 | Size 110 mm |
| 1319 | Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735. |
| 1320 | Size 75/90 mm |
| 1321 | Size 110 mm |
| 1322 | Supply and fixing of UPVC S.W.R. plain tee confirming to IS-14735. |
| 1323 | Size 75x75x75 mm |
| 1324 | Size 110x110x110 mm |
| 1325 | Supply and fixing of UPVC S.W.R. plain Y confirming to IS-14735. |
| 1326 | Size 75 mm |
| 1327 | Size 110 mm |
| 1328 | COST OF GUARD ROOM:- |
| 1329 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.all kinds of soil |
| 1330 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 1331 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 1332 | Construction of dry lean cement concrete sub base over a prepared sub- grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. |
| 1333 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 1334 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 1335 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).Lintel of doors & window, sunshades etc. |
| 1336 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).Slab. |
| 1337 | Boring, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) 300 mm dia piles |
| 1338 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submitt the design of loading platform for the approval of Engineer-in-charge. Single pile upto 50 tonne Safe capacity |
| 1339 | Initial test (Test Load 2.5 times the Safecapacity) |
| 1340 | Routine test (Test Load 1.5 times the Safecapacity) |
| 1341 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in .foundation and plinth in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 1342 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 1343 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 1344 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. |
| 1345 | (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 1346 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. |
| 1347 | (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : |
| 1348 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 1349 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. |
| 1350 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 1351 | Providing and fixing factory made ISI marked steel T Section 40x40x6 mm , windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 1352 | Fabrication of hold fast for door chaukhats and windows. |
| 1353 | Fabrication of M.S. Grill |
| 1354 | Fabrication of M.S. Z-section window and ventilators |
| 1355 | Fixing of M.S. Chaukhats |
| 1356 | (a) Door chaukhats |
| 1357 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 1358 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) In plinth. |
| 1359 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 1360 | Item No 1370 |
| 1361 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) |
| 1362 | Item No 1373 |
| 1363 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 1364 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. (40 mm flooring) |
| 1365 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick |
| 1366 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 1367 | Painting two coat synthetic enamel paint over priming coat on new wood surface up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area after and including preparation of surface by throughly cleaning oil, grease, dirt and foreign matters andscored by wire brushes fan steel wood rapers and preparing and knotting including cost of all materials, labour tools and plants etc. required for proper completion of the work. |
| 1368 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 1369 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 1370 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 1371 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 4.0 mm thick glass panes |
| 1372 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 35 mm wide and 3.15 mm thick |
| 1373 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 250x16 mm. |
| 1374 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : |
| 1375 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm. |
| 1376 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 1377 | Lintels, beams, plinth beams, girders, bressumers andcantilevers |
| 1378 | Suspended floors, roofs, landings, balconies and accessplatform |
| 1379 | COST OF INTERLOCKING- |
| 1380 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out |
| 1381 | Item no 1392 |
| 1382 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nom |
| 1383 | Item no 1394 |
| 1384 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in .foundation and plinth in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 1385 | Item no 1396 |
| 1386 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-roll |
| 1387 | Item no 1393 |
| 1388 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in require |
| 1389 | SEPTIC TANK & SOAK PIT |
| 1390 | Size :- Length = 7.50 M. Width = 2.65M Total Depth =3.00M |
| 1391 | Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. |
| 1392 | In all kind of soil upto 1.5m depth |
| 1393 | In all kind of soil upto 1.5m to 3.0m. depth |
| 1394 | In all kind of soil upto 3.0m to 4.5m. depth |
| 1395 | Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 40mm nominal size) |
| 1396 | Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) |
| 1397 | Reinforcement cement concrete work in RCC culvert slab with 1:2:4 (1 cement : 2 coarse sand and 4 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. |
| 1398 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 1399 | Centring and shuttering including struting, proping etc and removal of form for slab. |
| 1400 | 15mm cement plaster on rough side of mix 1:4 (1 cement : 4 coarse sand) |
| 1401 | Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. |
| 1402 | Providing and fixing C.I. tee at the inlet and outlet of septic tank. |
| 1403 | Providing & fixing 75mm dia vent pipes. |
| 1404 | Providing & fixing of 75mm dia cast iron terminal guard. |
| 1405 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 1406 | M.D. -10- Circular shape 500mm internal diameter |
| 1407 | M.D. -2.5- Circular shape 450mm internal diameter |
| 1408 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. |
| 1409 | With F.P.S. bricks |
| 1410 | EXTERNAL SEWERSGE SYSTEM |
| 1411 | Excavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. |
| 1412 | 1.50 m depth |
| 1413 | Pipes 80 mm to 300 mm diameter |
| 1414 | 1.50 m to 3.00 m depth |
| 1415 | Open timbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered). |
| 1416 | Depth not exceeding 1.5 meter |
| 1417 | Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete. |
| 1418 | 150 mm. dia. RCC Pipes |
| 1419 | 250 mm. dia. RCC Pipes |
| 1420 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design |
| 1421 | 150 mm. dia. |
| 1422 | 250 mm. dia. |
| 1423 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cementcomplete as per standard design. |
| 1424 | Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). |
| 1425 | With common burnt clay FPS (non modular) bricks of class designation 75 |
| 1426 | (i) For Sewer Line |
| 1427 | Extra for depth for manholes: |
| 1428 | Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 |
| 1429 | Inside size 90x120cms and 90cms deep including CI cover with frame (MEDIUM duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58kg). |
| 1430 | With common burnt clay FPS (non modular) bricks of class designation 75 |
| 1431 | (i) For Sewer Line |
| 1432 | Extra for depth for manholes: |
| 1433 | Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 |
| 1434 | Constructing brick masonary circular manhole 1.22 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel 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, all complete as per standard design: |
| 1435 | 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and12mm thick cement plaster at the external surface shall be paid for separately): |
| 1436 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 1437 | Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68m to 2.29m |
| 1438 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 1439 | Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : |
| 1440 | 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : |
| 1441 | Extra depth for circular type manhole 1.52 m internal dia (at bottom)beyond 2.30 m : |
| 1442 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cementm concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design: |
| 1443 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. |
| 1444 | EXTERNAL WATER SUPPLY SYSTEM:- |
| 1445 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. |
| 1446 | External work |
| 1447 | 80 mm nominal dia Pipes |
| 1448 | 50 mm nominal dia Pipes |
| 1449 | 32 mm nominal dia Pipes |
| 1450 | DISTRIBUTION SYSTEM |
| 1451 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 1452 | 32mm nominal bore. |
| 1453 | 50mm nominal bore. |
| 1454 | 80mm nominal bore. |
| 1455 | Constructing masonry Chamber 90X90X100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand ) for sluice valve, with C.I. surface box 100mm, top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement :5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand )12 mm thick finished with a floating coat of neat cement complete as per standard design : |
| 1456 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 1457 | RAIN WATER DRAINAGE NETWORK:- |
| 1458 | Excavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. |
| 1459 | up to 1.50 m depth |
| 1460 | Pipes 80 mm to 300 mm diameter |
| 1461 | Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete. |
| 1462 | 150 mm. dia. RCC Pipes |
| 1463 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design |
| 1464 | 150 mm. dia. |
| 1465 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement |
| 1466 | Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). |
| 1467 | With common burnt clay FPS (non modular) bricks of class designation 75 |
| 1468 | (i) For Sewer Line |
| 1469 | Extra for depth for manholes: |
| 1470 | Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 |
| 1471 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cementm concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design: |
| 1472 | RAIN WATER HARVESTING |
| 1473 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 1474 | All kinds of soil |
| 1475 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. |
| 1476 | In all kind of soil upto 3.0m to 4.5m. depth |
| 1477 | In all kind of soil upto 4.5 m to 6.0m. depth |
| 1478 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 1479 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stoneaggregate 20 mm nominal size) |
| 1480 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 1481 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 1482 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 1483 | 1:1½:3 (1 Cement: 1½ coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size) |
| 1484 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 1485 | Thermo-Mechanically Treated bars of gradeFe-500D or more. |
| 1486 | 12 mm cement plaster of mix : |
| 1487 | 1:4 (1 cement: 4 coarse sand) |
| 1488 | Centering and shuttering including strutting, propping etc. and remova of form for : |
| 1489 | Foundations, footings, bases of columns, etc. for mass concrete |
| 1490 | Walls (any thickness) including attached pilasters, butteresses, plinth and stringcourses etc. |
| 1491 | Suspended floors, roofs, landings, balconies and access platform |
| 1492 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: |
| 1493 | With 20x20mm square bar |
| 1494 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 1495 | M.D. -10- Circular shape 500mm internal diameter |
| 1496 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. |
| 1497 | Drilling of 300mm dia bore hole manually. |
| 1498 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire& labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. |
| 1499 | 150 mm nominal size dia |
| 1500 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 1501 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per directionof Engineer-in-charge. |
| 1502 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge. |
| 1503 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in- charge. |
| 1504 | DESILTING CHAMBER |
| 1505 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 1506 | All kinds of soil |
| 1507 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated orstacked materials. |
| 1508 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 1509 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stoneaggregate 20 mm nominal size) |
| 1510 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in foundation and plinth in: |
| 1511 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 1512 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 1513 | 1:1½:3 (1 Cement: 1½ coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size) |
| 1514 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 1515 | Thermo-Mechanically Treated bars of gradeFe-500D or more. |
| 1516 | 12 mm cement plaster of mix : |
| 1517 | 1:4 (1 cement: 4 coarse sand) |
| 1518 | Centering and shuttering including strutting, propping etc. and remova of form for : |
| 1519 | Foundations, footings, bases of columns, etc. for mass concrete |
| 1520 | Walls (any thickness) including attached pilasters, butteresses, plinth and stringcourses etc. |
| 1521 | Suspended floors, roofs, landings, balconies and access platform |
| 1522 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: |
| 1523 | With 20x20mm square bar |
| 1524 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 1525 | M.D. -10- Circular shape 500mm internal diameter |
| 1526 | TUBE WELL:- |
| 1527 | Transportation of Rig Machine |
| 1528 | All types of soil |
| 1529 | 350 mm dia |
| 1530 | Rocky strata including Boulders |
| 1531 | 350 mm dia |
| 1532 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (RMS) pipe of required dia, conforming to IS:12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. |
| 1533 | 150mm nominal size dia |
| 1534 | `Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer- in-charge. |
| 1535 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in- charge. |
| 1536 | 150 mm nominal size dia having minimum wall thickness 5.00 mm. |
| 1537 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed / plain bevel ended pipe (type A) of required dia, conforming to IS:8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. |
| 1538 | 150 mm nominal size dia |
| 1539 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. |
| 1540 | COST OF 1 BORE WELL |
| 1541 | COST OF 1.0 BORE WELL |
| 1542 | BORE WELL |
| 1543 | Supplying & Installation of suitable Hp submersible pump B.S or K.S.B or equivalent make with finolex cable 1x3x2.5 squmm(upto 75mtr) withflexible conduit25mm dia, electrical out door pannel with required electrical fitting such as MCB of 0-25Amp (Havell or Indocopp or MDS make), Volt & Ampere meter (AE make), single phase preventer (Minilac or VSP -1 make) starter (L&T or BCH make) etc of approved make, 40mm HDPE Pipe (25 mtr) and all accessories complete as per requirement of site. |
| 1544 | NOTES |
| 1545 | a) Contractor shall include the rate of electrical control panels complete with all accessories &controls, all Electrical/Mechanical items as required to operate the system automatic/manual. |
| 1546 | b) Contractor to select suitable HP of pumps . |
| 1547 | c) Level Controller with sufficient nos. of low / high level alarms, contacts with electrodes and control wiring for the automatic operation of water supply pumps, Submersible Sump Pumps, to achieve the functional requirement shall be provided. Control wiring between these pumps and water tanks shall be provided.Domestic water pumps must start at low water level in overhead domestic water tank & stop at high level in that water tank. Dry running protection shall be provided for all the pumps.Sequencing shall be provided for each set of pumps. |
| 1548 | UG TANK:- |
| 1549 | Earth work in excavation in trenches for foundations and pipes cables etc in ordinary soil (loan clay or sand) including lift upto 1.5 m, lead upto 50 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer- in- charge with in a lead of 50m .(Including royalty). |
| 1550 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. From 1.5-3.0 meter |
| 1551 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. From 3.0-4.5 meter |
| 1552 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 stone ballast 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. |
| 1553 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) 345 mm thick |
| 1554 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). SLAB |
| 1555 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Raft foundation and footing |
| 1556 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources) |
| 1557 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 1558 | 15 mm thick plaster in 1:4 cement & course sand on outer wall below Ground level & inner wall below plinth level in 15 cm width. |
| 1559 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth as per the direction E/I. (1) 1 cement : 6 C. sand |
| 1560 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 1561 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. M.S. Grill |
| 1562 | Z-section steel window |
| 1563 | Supply and fixing of flush doors commercial quality conforming to I.S.2202 Part I (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges, bolts,locks, handle, springs and other fittings with necessary screws completed. |
| 1564 | Fabrication of M.S. Angle iron 40x40x5 mm |
| 1565 | Finishing with Epoxy paint (two or more coats) at all locations preparedand applied as per manufacturer's specifications including appropriatepriming coat, preparation of surface, etc. complete On steel work |
| 1566 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture |
| 1567 | Providing and mixing water proofing material (Dr. fixet URP) in cement mortar for concrete work in proportion recommended by the manufacturer. |
| 1568 | Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. |
| 1569 | Providing & fixing 75mm dia vent pipes. |
| 1570 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 1571 | M.D. -10- Circular shape 500mm internal diameter |
| 1572 | Cost of electrical |
| 1573 | COST OF RUNNING TRACK |
| 1574 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil |
| 1575 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. |
| 1576 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 1577 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . |
| 1578 | Supplying, stacking and Spreading 6 mm thick red bajri, watering and rolling complete including preparation of the surface and rolling. 16.6.1 With road roller/ hand roller |
| 1579 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binderand filler transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade,level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge 40/50 mm compacted thickness with bitumen of gradeCRMB-60 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPHcapacity |
| 1580 | Distribbuting of Rubber & Sand in Artificial Turf |
| 1581 | Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, including cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete. |
| 1582 | COST OF HORTICULTURE |
| 1583 | Plantation of Permanenet trees: |
| 1584 | Anthocephalus Chinencis Trees. |
| 1585 | Bauhinia Parpuria Trees. |
| 1586 | Cassia Fistula Trees. |
| 1587 | Calastimonlanciolatus Trees. |
| 1588 | Plantation of Shrubs in flower bed: |
| 1589 | Abutilon hybridum |
| 1590 | Acalyphahispida |
| 1591 | Almondanarifalia |
| 1592 | Barlariacristata |
| 1593 | COST OF VOLLEY BALL COURT |
| 1594 | COST OF BADMINTON COURT |
| 1595 | COST OF BASKET BALL COURT |
| 1596 | COST OF BOUNDARY WALL |
| 1597 | Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 1598 | Construction of dry lean cement concrete sub base over a prepared sub- grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. |
| 1599 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. |
| 1600 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, including the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 1601 | Boring with hydraulic piling rigs with power units, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia piles |
| 1602 | First class brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc reqiored for proper completion of the work. |
| 1603 | Providing and laying damp-proof course 25 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). |
| 1604 | Painting on D.P.C. with two coats of airblown bitumen VG10 grade @ 1.70kg/sqm approximate including cost of fuel if any. |
| 1605 | First class brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar in above plinth level up to floor five level including supply of all materials, labour and T & P etc reqiored for proper completion of the work. |
| 1606 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 1607 | 12 mm cement plaster in single coat on FAIR side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 C. sand |
| 1608 | Finishing walls with water-proofing on cement paint of approved make such as super snowcem, durrocem, robiacem, guttucem supercem quality and of required shade on undecorated wall surfaces (two coat) overone and including one coat white cement primer to give an even shade after thoroughly brushing the surface to powdered materials including curing and cost of all materials. |
| 1609 | Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 1610 | Construction of dry lean cement concrete sub base over a prepared sub- grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. |
| 1611 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. |
| 1612 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. |
| 1613 | As in item 4 above but in R.C.C. Raft foundation and footing with approved stone ballast. (Using 1:1.5:3 Mix concrete) |
| 1614 | As in item above but for the lighter beams i.e. having spans upto 6 m. (PWD- 285 analysis) |
| 1615 | As in item 4 above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20. |
| 1616 | Boring, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) 300 mm dia piles |
| 1617 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 1618 | 12 mm cement plaster in single coat on FAIR side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 fine sand |
| 1619 | Finishing walls with water-proofing on cement paint of approved make such as super snowcem,durrocem, robiacem, guttucem supercem quality and of required shade on undecorated wall surfaces (one coat) overone and including one coat white cement primer to give aneven shade after thoroughty bbushing the surface to powdered materials including couring and corst of all materials. sasme as in ittem NO.(660) above but foreach cort of water proofcement the firstcoat ti give an even shade. |
| 1620 | Supply and fixing M.S. Work in gate 'including all necessary for proper 'completion of the work. |
| 1621 | Painting Ist coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. |
| 1622 | C.C ROAD |
| 1623 | Earth work in foundations in ordinary soil(loan clay or sand) including lift upto 1.5 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the side of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30m from the foundation trenches. (where machine can not move). |
| 1624 | Item No 1634 |
| 1625 | Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone ballest 40 mm nominal size) and curing complete, including cost of form-work, in foundation and floors. |
| 1626 | Item No 1637 |
| 1627 | First class brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc. |
| 1628 | Item No 1639 |
| 1629 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). [DSR-16.75] |
| 1630 | Item No 1641 |
| 1631 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. DSR- 16.46.1 |
| 1632 | Using grade 'A' sealing compound. |
| 1633 | COST OF HAND PUMP |
| 1634 | Supply of 110mm dia plain PVC.(6kg/sqcm) |
| 1635 | pressure. |
| 1636 | Supply of 110mm dia sloted PVC (6kg/sqcm) pressure. |
| 1637 | Item No 1641 |
| 1638 | Supply of P.V.C. soket 125mm dia. |
| 1639 | Supply of end cap 110 mm dia. |
| 1640 | Providing necessary boaring T&P including making arrangement of water for boaring 200mm dia bore hole by Rig machine in all type of streta complete item. |
| 1641 | 30 metre B.G.L. |
| 1642 | Beyond 30 metre. |
| 1643 | Supply & fixing of nylon jalli around the slotted pipe complete as required. |
| 1644 | Item No 1654 |
| 1645 | Lowering of 110mm dia Rogid P.v.c. pipe in bore hole including cutting jointing etc. complete. |
| 1646 | Item No 1656 |
| 1647 | Providing & packing of coarse sand around the P.v.c.pipe. |
| 1648 | Item No 1659 |
| 1649 | Supply of 32mm dia G.i.pipe B class with required fitting. ( SOR Aligarh - 2018 SI No 12 Ch- 23 ) |
| 1650 | Item No 1661 |
| 1651 | Supply of India marka - II hand pump ISI marked with cylinder & connecting rods |
| 1652 | Installation of India marka - II hand pump over the bore hole as per direction of E/I |
| 1653 | Development of bore by manual labour till discharge of free from turbity complete item. |
| 1654 | COST OF PUMP HOUSE |
| 1655 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.all kinds of soil |
| 1656 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 1657 | Same as above but for under floor |
| 1658 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).Lintel of doors & window, sunshades etc. |
| 1659 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in .foundation and plinth in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 1660 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) In plinth. |
| 1661 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 1662 | Item No 1672 |
| 1663 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 1664 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 1665 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) |
| 1666 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. |
| 1667 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in .foundation and plinth in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 1668 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 1669 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) |
| 1670 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).Lintel of doors & window, sunshades etc. |
| 1671 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Plinth/Grid beam |
| 1672 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).Slab. |
| 1673 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 1674 | Plinth Lvl- |
| 1675 | Ground Floor |
| 1676 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding (hold fast) |
| 1677 | Item No 1687 |
| 1678 | Providing and fixing factory made ISI marked steel T Section 40x40x6 mm , windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 1679 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding. |
| 1680 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides |
| 1681 | Fixing of Door, windows / ventilators chaukhats in position. |
| 1682 | Ground Floor |
| 1683 | (a) Door chaukhats |
| 1684 | (b) Window chaukhats |
| 1685 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 1686 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) |
| 1687 | 12mm thick plaster in 1:4 on ceiling and soffits of stairs upto floor two level |
| 1688 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 1689 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. (40 mm flooring) |
| 1690 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. (40 mm flooring) |
| 1691 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm |
| 1692 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 1693 | Finishing walls with water proofing cement paint of required shade :Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. |
| 1694 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : With 4.0 mm thick glass panes. |
| 1695 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 1696 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. |
| 1697 | (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 1698 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. |
| 1699 | (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : |
| 1700 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 1701 | Construction of drain along with apron. |
| 1702 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 35 mm wide and 3.15 mm thick |
| 1703 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. |
| 1704 | EXTERNAL FIRE FIGHTING WORK |
| 1705 | SITC of Singal Headed Hydrant Landing Valve comprising of 80 mm dia flanged Bend 63 mm dia, with cap and chain conforming to IS:5290(Make : Newage/Minimax/Safex/Firex) DSR-18.9.1 |
| 1706 | SITC of RRL Hose Pipe 63 mm dia × 15 Mtr. Long with GM Coupling conforming to IS : 636(Make - Newage/Jayshree/CRC) DSR- 18.16.1 |
| 1707 | SITC of Short Branch Pipe as per IS:903(Make : Newage/Safex/Firex) DSR-18.18.1 |
| 1708 | SITC of Hose Cabinet Box of 18 SWG M.S.Sheet with glass to accommodate Hose Reel Drum with Ruber Pipe with Nozzle. 2 Nos. RRL Hose and 1 No. Branch Pipe with Nozzle |
| 1709 | Providing and fixing MS Pipes conforming to IS:1239 (Medium- B class) including all fittings like anchor fasteners, brick masonry supports, couplings, bends, elbows, tees and flanges etc. welded or screwed joints as required, cutting holes and chases in brick or RCC walls and making good complete. (For Riser) DSR-18.8.7 |
| 1710 | 100mm dia |
| 1711 | Supply, installation, testing and commissioning of Manual Swing Type First aid Fire Hose Reel conforming to IS: 444 complete with all other necessary fixing accessories. DSR -18.17.2 |
| 1712 | Supply of Fire Man Axe. |
| 1713 | Providing and fixing weather proof standard Fire Duct Door complete in all respect for internal. |
| 1714 | SITC of Air cushion Tank (2000x1000)mm. |
| 1715 | SITC of Air Release Valve. |
| 1716 | Supply, Installation, Testing & Commissioning of NRV complete with flanges, gasket and nut bolts. DSR -16.11.2.2 |
| 1717 | 150 mm |
| 1718 | SITC of Butterfly Valve complete with all respect. DSR-16.11.1.2 |
| 1719 | 150 mm |
| 1720 | Supply, Installation, Testing & Commissioning of Pressure Gauge with gauge cock DSR-16.8 |
| 1721 | Supply, Installation, Testing & Commissioning of Fire brigade inlet with 63 MM dia instantaneous inlet complete with all necessary fittings and MS enclosure with glass door made of 18/16 SWG sheet. |
| 1722 | 2 way |
| 1723 | Supply, fixing , testing & commissioning of electrical motor driven fire pump suitable for automatic operation consisting of following : (Terrace Pump) (Make : Kirloskar/Mather+Platt) |
| 1724 | (a) Horozontally mounted, split casing, Centrifugal fire pump complete for delivery of under mentioned discharge against desired mentioned head so as to ensure a minimum pressure of 30 meter at the highest and farthest outlet at the specified flow cmplete with necessary strainers, pressure gauge including bypass arrangement for periodic testing of the working of the pumpset with required length and size of medium class GI pipe and control valves for proper completion of work. The pump shall be capable of giving 150% of rated discharge at head not less than 65% of rated head. The pump shall be provided with Mechanical seals. The impeller shall be enclosed type and accurately blanced dynamically. The pump casing shall be of cast iron, impeller shall be of bronze and shaft shall be of stainless steel. |
| 1725 | (b) Squirrel cage, TEFC induction motor suitable for 415 V, 3 phase having IP 55 protection and class 'B' insulation for the above pump and flexible coupling with the pump. The motor shall b rated for continuous duty and shall have HP rating necessary to drive th pump at 150% of it's rated discharge at 65% of rated head. |
| 1726 | © Common bed plate of fabricated mild steel channel or cast iron type. |
| 1727 | (d) Suitable cement concrete pump foundation and vibration clamping arrangement as required with foundation bolts, anti vibration pads, washers etc. |
| 1728 | (e) Pressure switch for automatic operation of motor including necessary wiring upto control panel. |
| 1729 | (f) Electrical Control panel with starter, 3 Pole motor protection category current limiting type MCCB, indicating light, ammeter, voltmeter, selector switches, CT's protective fuses, single phasing protection, dry suction cut off etc as requrd as per standard details. |
| 1730 | Discharge :450 liter per minute |
| 1731 | Head : 35 meter DSR - 18.4.2 |
| 1732 | Supply and fixing of ABC type (4 kg.) ISI Marked 1131 |
| 1733 | Supply and fixing of CO2 gas type (4.5 kg.) ISI Marked 1132 |
| 1734 | Supply and fixing of self glow type exit signage |
| 1735 | Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and base support for tank.[Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license]. DSR - 18.48 |
| 1736 | Per liters capcity. Please Enable Macros to View BoQ information |
| SR No | FileName | File Description |
| 1 | Click here to download tender document | Tender Documents |
| 2 | Click here to download tender document | Tender Documents |
| 3 | Click here to download tender document | Tender Documents |
| 4 | Click here to download tender document | Tender Documents |
| 5 | Click here to download tender document | Tender Documents |
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