|
| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 2 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 3 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 4 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer in-charge. |
| 5 | Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead: |
| 6 | Of area 3 sq. metres and below |
| 7 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 8 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 9 | Supplying chemical emulsion in sealed containers including delivery as specified. |
| 10 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 12 | 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 13 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 14 | 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). |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 16 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 19 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 21 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 23 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 24 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). |
| 25 | Kiln seasoned and chemically treated hollock wood. |
| 26 | Providing and fixing flat pressed three layer particle or graded plain wood board medium density exterior grade (Grade I) FPT-I, conforming and marked to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately): |
| 27 | 18 mm thick |
| 28 | 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: |
| 29 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 30 | 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 : |
| 31 | 30 mm thick shutters |
| 32 | With ISI marked stainless steel butt hinges ofrequired size - Kiln seasoned and chemically treated hollock wood |
| 33 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) |
| 34 | 250x16 mm |
| 35 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) |
| 36 | 200x10 mm |
| 37 | 100x10 mm |
| 38 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) |
| 39 | 100 mm |
| 40 | 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 necessaryaccessories and screws etc. complete. |
| 41 | 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. |
| 42 | Twin rubber stopper |
| 43 | Providing and fixing to existing door frames. |
| 44 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge. |
| 45 | Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS:12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. |
| 46 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side. |
| 47 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): |
| 48 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 49 | Providing and fixing factory made ISI marked steel glazed doors, 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, priming coat of approved steel primer, but excluding the cost of other fittings, glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment). |
| 50 | 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) |
| 51 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 52 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 53 | 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. |
| 54 | 40 mm thick with 20 mm nominal size stone aggregate |
| 55 | 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 @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc.,., complete. |
| 56 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : |
| 57 | In 75x75 mm deep chase |
| 58 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. |
| 59 | (i)Single socketed pipes. |
| 60 | 75 mm diameter |
| 61 | 110 mm diameter |
| 62 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. |
| 63 | Coupler |
| 64 | 75mm |
| 65 | Single tee with door |
| 66 | 75x75x75 mm |
| 67 | 75x75x75 mm |
| 68 | Bend 87.5° |
| 69 | 75 mm bend |
| 70 | 110 mm bend |
| 71 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) 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 Engineer-in-charge. The sheet shall be fixed using self drilling /seIf 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. |
| 72 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and of required shade and colour complete to give and even shade. |
| 73 | Old work (one or more coats) |
| 74 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 75 | One or more coats on old work. |
| 76 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-harge. |
| 77 | With cement mortar 1:4 (1cement: 4 coarse sand). |
| 78 | 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. |
| 79 | Door chowkhats . |
| 80 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: |
| 81 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). |
| 82 | Renewing glass panes, with wooden fillets wherever necessary: |
| 83 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). |
| 84 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank, including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba, all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) |
| 85 | Cleaning and de-silting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. |
| 86 | Cleaning of under ground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i) Tank shall be emptied of water by pumping & bottom shall be cleaned of slit and other deposits.(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine.(iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. |
| 87 | (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge. |
| 88 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. |
| 89 | Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. |
| 90 | 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 : |
| 91 | Kitchen sink without drain board |
| 92 | 610x510 mm bowl depth 200 mm. |
| 93 | Providing and fixing white vitreous china water closet squatting pan (Indian type) : |
| 94 | Orissa pattern W.C. pan of size 580x440 mm |
| 95 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. |
| 96 | 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 type W.C. of quality and make as approved by Engineer - in - charge. |
| 97 | Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. |
| 98 | 10 litre capacity - White |
| 99 | Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : |
| 100 | White solid plastic seat with lid |
| 101 | Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : |
| 102 | Flat back wash basin of size 550x400 mm. |
| 103 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 104 | Semi rigid pipe |
| 105 | 32 mm dia |
| 106 | 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. |
| 107 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. |
| 108 | Waste coupling 31 mm dia of 79 mm length and 62 mm breadth weighing not less than 45 gms. |
| 109 | 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. |
| 110 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. |
| 111 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. |
| 112 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms. |
| 113 | Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. |
| 114 | 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 : External work |
| 115 | 15 mm nominal outer dia. Pipes. |
| 116 | 20 mm nominal outer dia. Pipes. |
| 117 | 25 mm nominal outer dia. Pipes. |
| 118 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work – Exposed on wall. |
| 119 | 15 mm dia. nominal bore |
| 120 | 20 mm dia. nominal bore |
| 121 | 50 mm dia. nominal bore |
| 122 | Providing and fixing brass bib cock of approved quality : |
| 123 | 15 mm nominal bore |
| 124 | Providing and fixing brass stop cock of approved quality : |
| 125 | 15 mm nominal bore |
| 126 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 127 | 40 mm nominal bore |
| 128 | 50 mm nominal bore |
| 129 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 130 | 45 cm length |
| 131 | 15 mm nominal bore |
| 132 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : |
| 133 | 100 mm diameter |
| 134 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in reinforced cement concrete slab 1:1.5:3 mix (1 cement 1.5 coarse sand : 3 graded stone aggregate 20 mm 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) 12mm thick, finished with a floating coat of neat cement complete as per standard design : |
| 135 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 136 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : |
| 137 | 15 mm nominal bore. |
| 138 | 20 mm nominal bore. |
| 139 | 25 mm nominal bore. |
| 140 | 40 mm nominal bore. |
| 141 | 50 mm nominal bore. |
| 142 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 143 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931: |
| 144 | 15 mm nominal bore. |
| 145 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 : |
| 146 | 15mm nominal bore |
| 147 | Providing and fixing PTMT bib cock of approved quality and colour. |
| 148 | 15mm nominal bore, 86 mm long. Weighing not less than 88 gms. |
| 149 | Providing and fixing PTMT pillar cock of approved quality and colour . |
| 150 | 15mm nominal bore, 107 mm long. Weighing not less than 110 gms. |
| 151 | Providing and fixing PTMT grating of approved quality and colour. |
| 152 | Circular type. |
| 153 | 100 mm nominal dia. |
| 154 | Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. |
| 155 | 15 mm nominal bore, 105 mm long. Weighing not less than 138 gms. |
| 156 | 20 mm nominal bore, 120 mm long. Weighing not less than 198 gms. |
| 157 | Providing and fixing PTMT angle stop cock 15 mm nominal bore. Weighing not less than 85 gms. |
| 158 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality |
| 159 | L D - 2.5 |
| 160 | Rectangular shape 600x450 mm internal dimensions |
| 161 | Square shape 450 mm internal dimensions |
| 162 | Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg. |
| 163 | Removing plantation and its roots from buildings at all height, including dismantling and repairing plaster and masonry including repair of surface with cemnet plaster 1:3 ( cement :3 sand) after applying chemical with name \"ROUND UP\" or equivilatant on the leaves of plants all complete as per the direction of the Engineer-in-charge .(Note:1. The rate includes cost of chemical, arrangement of necessary ladders upto required height & repair work if any. |
| 164 | scaffolding if required at any site shall be used only with the prior approval of the Engineer-in Charge and shall be paid for separately). |
| 165 | Repair of steel doors, window and vantilater by electric welding replacement of necessary hinges if required complete i/c transportation of welding plant, scaffolding etc. all complete as per direction of Engineer-in-charge. |
| 166 | Providing & Fixing Galvanizd MS wire mesh of apeture 1.4 mm with nominal dia of 0.63mm to wooden /steel doors & windows with necessary screw nails beading or welding after removing existing wire mesh (if any), all complete as per the direction of Engineer-in- charge. |
| 167 | Reparing of chajja at all floor heights, after disamntling /removing of worn out concrete, cleaning of rusted steel, application of rust proof chemical on reinforcement and repair with cement mortar 1:3 1:3(1 cement:3 coarse sand) or RCC 1:1.5:3 (1 cement :1.5 coarse sand:3 stone aggregate 10 mm size ) and finishing with cement plaster 1:3 (1 cement:3 coarse land) including making necessary arrangement for centering/shuttering and ladders for all floor height, all complete as per direction of Engineer - in- charge. (Note: The scaffolding if required at any site shall be used only with the prior approval of the Engineer-in Charge and shall be paid for separately) |
| 168 | for chajja upto 1.20 length |
| 169 | B)for chajja above 1.20 m length and upto 3.00 metre length |
| 170 | Repair of existing rolling shutters by taking out and refixing the same after change of necessary parts such as spring coil/ ball bearing /pipe etc if required including doing welding whereever required all complete as per the site requirement & as per the direction of Engineer-in-Charge. |
| 171 | (Note: The rate includes cost of material and labour required for complete repairing). |
| 172 | Cleaning of roofs including removing algae, dust, leaves, removal of vegetation , opening of rainwater pipes and their inlets, cleaning of khurras and disposal of rubbish and waste material at appropriate place approved by local municipal authorities all complete as per direction of Engineer-in-Charge.(Note: The cost of alll necessary tools/plants/machine required for cleaning job is inclusive in the item & shall borne by the agency) |
| 173 | T-I/T-II/T-III Staff Qtr Blocks including garages at Rishikesh |
| 174 | T-IV staff Qtr Block i/c garages at Rishikesh |
| 175 | IQ & Guard Hut at Rishikesh |
| 176 | TE Building , Guard Hut, Pump Room & Engine rooms etc in TE Compound at Rishikesh |
| 177 | 5 Store & all rooms in Store Compound at Rishikesh |
| 178 | 6 Staff Qtr in Post office compound, Ghat Road , Rishikesh |
| 179 | B) 1 TE Building at Vikasnagar |
| 180 | CSC/Store & T-III/T-IV Staff Qtrs Composite Block & pump room/engine rooms etc. i/c garages at Vikasnagar |
| 181 | T-II Staff Qtr Block i/c garages at Vikasnagar |
| 182 | New & Old TE Building including roofs of all structures in the whole compound at Mussorie |
| 183 | Cleaning of whole BSNL Compound including out side area near compound wall & entrance gate, removing of grass, bushes and cleaning of internal drains, roads & approach roads, collection of malba and garbage all complete as per direction of Engineer-in-Charge. (Note: The cost of alll necessary tools/plants/machine required for cleaning job is inclusive in the item & shall be provided by the agency) |
| 184 | T-I/T-II/T-III Staff Qtr Block Compound, Rishikesh |
| 185 | T-IV staff Qtr Block Compound, Rishikesh |
| 186 | IQ Compound, Rishikesh |
| 187 | TE Building Compound i/c Tower area, Pump Room & Engine room surroundings, etc., Rishikesh |
| 188 | Store compound,Rishikesh |
| 189 | Staff Qtr compound at Post office, Ghat Road, Rishikesh |
| 190 | g TE Building compound Vikasnagar |
| 191 | h CSC/Store & T-III/T-IV Staff Qtrs Composite Block Compound, Vikasnagar |
| 192 | T-II Staff Qtr Block Compound, Vikasnagar |
| 193 | New & Old TE Building compound including Tower surroundings, Mussoorie |
| 194 | Central Telecom Store Depot, Selaqui |
| 195 | Credit for dismantled unserviceable material |
| 196 | Wooden paneled / flush door shutter/ glazed shutter/ wire guage shutter of size upto 2.50 Sqm. |
| 197 | Brass fittings such as water taps , pillar cock , angle cock, stop cock and door window brass fittins or alike . |
| 198 | Old unserviceable hydraulic door closer / Floor Spring /PVC Cistern |
| 199 | PVC Tanks |
| 200 | Old Bricks / Paver blocks |
| 201 | Old dismantled reinforcement bars/ steel sections / GI pipes / SCI pipes / GI sections and alike etc. |
| 202 | Removing existing unservceable item (if any) by providing & fixing WC Seat flush pipe/ flush bend with necessary washer all complete as per direction of Engineer-in-Charge. |
| 203 | Removing existing unservceable item (if any) by providing & fixing Syphon assembly for proper funcitioning of PVC/ Viterous China flushing cistern all complete as per direction of Engineer-in-Charge. |
| 204 | Removing existing unservceable item (if any) by providing and fixing PVC floor trap with PTMT grating including cost of cutting and making good the walls and floors of size 100 mm inlet and 75 mm outlet in Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand: 4 Stone Aggregate 20m size) Block all complete as per direction of Engineer-in-Charge. |
| 205 | Removal of air blockage in G.I. Pipe Line by pressure pump etc including removal of chockage if any to maintain smooth flow of water supply complete as per direction of Engineer - in - Charge (Line connecting Over head tank to delivery pipe and supply pipe to Oown side of tank shall constitute one job.) |
| 206 | Providing Mannual assistance for miscellaneous works as per site requirement and as per direction of Engineer-in-Charge. |
| 207 | (Note: One Man day shall be treated as One job) |
| 208 | Removing existing unservceable item (if any) by providing and fixing brass metal spindle of approved quality for bib cocks angle cock stope cock and alike all complete as per direction of Engineeer-in-Charge. |
| 209 | Removing existing unservceable item (if any) by providing and fixing PVC Overhead water storage tank cover/ lid cover with necessary locking arrangement all complete as per direction of Engineeer-in-Charge. |
| 210 | Cleaning of manhole chamber including inter connected sewer line in BSNL compounds including removal of earth, silt, sludge, brick bats, garbage etc all complete as per the direction of Engineer-in-charge. |
| 211 | (Note:- Rate includes the cost of Cleaning of manholes sewer line i/c dewatering, removal of manhole cover and keeping the same back in position after completion of job.) |
| 212 | Removal of chockage / blockege in W.C. Seat including cleaning of seat & disposal of waste material all complete as per direction of Engineer-in-Charge. |
| 213 | Cleaning of septic tank including removal of sludge and waste material & cleaning of allied sewer line and disposal of waste material beyond municipal limits in tankers or by other mechanical meansall complete as per the direction of the Engineer-in-charge. |
| 214 | (Notes: The rate includies tanker charges for disposal of sewage and flusing water as may be required and all labour, T & P etc. involved for completion of work all complete as per the direction of Engineer-in-charge.) |
| 215 | Re-errection/Fixing of aluminium patitions/ door shutters i/c cleaning & cutting of all materials as per requirement and providing new angle cleat, aluminium hinges for doors, neoprene/pvc gasket, alluminium screw etc. wherever required all complete as per direction of Engineer-in-charge. (Aluminium sections, snap beadings, door fittings and panelling materials shall be supplied free of cost or paid for separately. However, the rate includes cost of providing and fixing hinges/pivots and making provision for fixing of fittings in doors wherever required including the cost of new PVC/neoprene gasket/stainless steel screws/aluminium cleat angle etc. & carriage of material i/c some parts of old dismantled aluminium partition to the site upto a distance of 10km) |
| 216 | Repairing of aluminium doors including dismembering, replacement of cleats, fixing of tie rod, replacement of pivots and refixing of the door all complete as per direction of Engineer- in- Charge. (Note: Rate includes cost of material and labour required for the job) |
| 217 | Providing and laying water proofing treatment on roof by applying cement slurry 0.75 Kg / Sqm mixed with water proofing cement compound such as Dr Fixit Pidicrete URP or equivalent ( 200 ml per 50kg of cement bag or as per manufacturer\"s specification ) after drying of surface , cleaning of joints and making arrangement for air curing for minimum 72 hours all complete as per as per direction of Engineer-in-charge. |
| 218 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. |
| 219 | Providing Reams of A4 Size Photocopy paper of weight not less than 70GSM of ISI make to be used for maintaining day to day maintenance records in ofice and as approved by engineer-in-charge. (1 Ream=500 Sheets) |
| 220 | Refilling of Printers Cartrdige of make M1136MFP/HP4500/HP1020 to be used for maintaining day to day maintenance records of Division & Sub-Division offices of aprroved make and as approved by engineer-in-charge. |
