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| 1 | Supplying chemical emulsion in sealed containers including delivery as specified. |
| 2 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% |
| 3 | 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. 2. 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). |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All workat all levels : |
| 5 | 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) |
| 6 | 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) |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 8 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 9 | 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 : |
| 10 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 11 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Kiln seasoned and chemically treated hollock wood |
| 12 | 30 mm thick |
| 13 | Deduct for not providing hinges in doors, windows or clerestory window shutters with : Stainless steel butt hinges with stainless steel screws : |
| 14 | For 2nd class teak wood and other class of wood shutters. |
| 15 | 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: |
| 16 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 17 | 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 : 30 mm thick shutters |
| 18 | With ISI marked stainless steel butt hinges of required size - Kiln seasoned and chemically treated hollock wood |
| 19 | Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : |
| 20 | 20 mm dia (heavy type) |
| 21 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : |
| 22 | 250x16 mm |
| 23 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : |
| 24 | 200x10 mm |
| 25 | 100x10 mm |
| 26 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : |
| 27 | 100 mm |
| 28 | 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. |
| 29 | Providing and fixing aluminium 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 : |
| 30 | 250x16 mm |
| 31 | Providing and fixing aluminium tower 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 necessary screws etc. complete : |
| 32 | 250x10 mm |
| 33 | 150x10 mm |
| 34 | Providing and fixing aluminium handles ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : |
| 35 | 100 mm |
| 36 | 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. |
| 37 | Twin rubber stopper |
| 38 | Providing and fixing to existing door frames. |
| 39 | 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. |
| 40 | 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. |
| 41 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 42 | 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. |
| 43 | 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. |
| 44 | 75 mm diameter |
| 45 | 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. Single tee without door |
| 46 | 75x75x75 mm |
| 47 | 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. Bend 87.5° |
| 48 | 75 mm bend |
| 49 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hardwood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 50 | 75 mm |
| 51 | 12 mm cement plaster of mix : |
| 52 | 1:6 (1 cement: 6 coarse sand) |
| 53 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 54 | 1:6 (1 cement: 6 coarse sand) |
| 55 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 56 | Two or more coats on new work. |
| 57 | 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. |
| 58 | Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. |
| 59 | Old work(One or more coats). |
| 60 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 61 | One or more coats on old work. |
| 62 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 63 | Old work (One or more coat applied @ 0.90 ltr/10 sqm). |
| 64 | 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 directions of Engineer-In-Charge. |
| 65 | With cement mortar 1:4 (1cement: 4 coarse sand). |
| 66 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: |
| 67 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). |
| 68 | Renewing glass panes, with wooden fillets wherever necessary: |
| 69 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). |
| 70 | 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) |
| 71 | 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. |
| 72 | 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. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge. |
| 73 | Taking out existing wooden door / windowshutter upto 2.5 sqm size , repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screwsincludingwooden members etc. as required, all complete as per the direction of the Engineer-in-charge. |
| 74 | 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. |
| 75 | 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. |
| 76 | 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 authoritiesall complete as per direction of Engineer-in-Charge. |
| 77 | Premnagar Staff Qtr. Block(Type-II,III,IV)& Garrages. |
| 78 | Premnagar TE Building & Pump House/Store/Guard Hut |
| 79 | Premnagar Telecom SSA Store/Guard Hut |
| 80 | Indiranagar TE Building/CSC/store/Guard Hut |
| 81 | Indiranagar Type-V & Garage & Pump House |
| 82 | Indiranagar Type-IV (A& B Block) & Garage |
| 83 | Indiranagar Type-IV (C Block) & Garage |
| 84 | Indiranagar allType-III blocks& Garages |
| 85 | Indiranagar Pump House & Store in Type-III compound |
| 86 | 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) |
| 87 | Premnagar BSNL staff quarters Compound |
| 88 | Premnagar TE Building Compound |
| 89 | Premnagar Telecom SSA Store Compound |
| 90 | Indiranagar TE building compound |
| 91 | Indiranagar Type-V & Type-IV (A&B) BlockCompound . |
| 92 | Indiranagar Type -IV (C-Block) Compounfincludingpath. |
| 93 | Indiranagarcomplete Type-IIIcompoundincluding area aroundPump House Side and all paths /open area. |
| 94 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 95 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 96 | Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead: |
| 97 | Of area 3 sq. metres and below |
| 98 | 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. |
| 99 | Credit for dismantled unserviceable material |
| 100 | Wooden panelled / flush door shutter/ glazed shutter/ wire guage shutter of size upto 2.50 Sqm. |
| 101 | Brass fittings such as water taps , pillar cock , angle cock, stop cock , brass gate valveand door window brass fittins or alike . |
| 102 | Old unserviceable hydraulic door closer. |
| 103 | PVC Cistern. |
| 104 | PVC Tanks |
| 105 | Old dismantled reinforcement bars/ steel sections / GI pipes etc and alike |
| 106 | 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 : Kitchen sink without drain board |
| 107 | 610x510 mm bowl depth 200 mm. |
| 108 | Supplying of following Sanitary items of approved make to be used at site all complete as per direction of Engineer-in-charge. :- |
| 109 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests with necessary grit , sand and cement for fixing of WC seat |
| 110 | White vitreous china pedestal type water closet (European type W.C. pan) of approved quality with necessary grit , sand and cement for fixing of WC seat |
| 111 | PVC Flushing Cistern 10 lts capacity ( low level) with fittings, accessories and flush pipe. |
| 112 | ISI marked solid plastic Seat cover with lid with CP brass hinges and rubber buffers for European type WC pan |
| 113 | White Vitreous China Wash basin size 550x400 mm of approved quality |
| 114 | ISI marked Stainless steel kitchen sink - without drain board 610x510mm bowl depth 200 mm |
| 115 | 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate for European WC seat |
| 116 | Flexible (coil shaped) PVC waste pipe for sink and wash basin 32 mm dia / 40 mm dia with length not less than 700 mm i/c PVC waste fittings |
| 117 | 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 |
| 118 | PTMT 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 |
| 119 | PTMT grating of approved quality and colour 100 mm dia / 100x 100 mm recangular size |
| 120 | PTMT Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms |
| 121 | ISI marked uPVC pipe 110 mm dia |
| 122 | ISI marked uPVC plain bend 110 mm dia 87.5 degree |
| 123 | Flush pipe ( PVC Cistern long bend) of approved quality |
| 124 | Washer for PVC cistern of approved quality |
| 125 | Syphon Assembly for PVC cistern |
| 126 | Supplying of following water supply items of approved make to be used at site all complete as per direction of Engineer-in-charge. :- |
| 127 | G.I. pipes with necessary GI fittings inncluding White lead, hemp, oil , Cement, sand and grit etc. except GI Union ( Note :- Length of GI pipe used for maintenance work / repair work shall only be measured and nothing extra for GI fittings shall be paid) -G.I. pipes 20 mm dia |
| 128 | Chlorinated Polyvinyl - chloride (CPVC) pipe with necessary fittings including ( Note :- Length of CPVC pipe used for maintenance work / repair work shall only be measured and nothing extra for CPVC fittings shall be paid) Chlorinated Polyvinyl - chloride (CPVC) pipe 15 mm dia |
| 129 | Chlorinated Polyvinyl - chloride (CPVC) pipe 20 mm dia |
| 130 | C.P.brass pillar cock for washbasin with 15 mm nominal bore |
| 131 | C.P. brass bib cock 15 mm nominal bore confirming to IS:8931 |
| 132 | C.P. brass angle valve 15 mm nominal bore confirming to IS:8931 |
| 133 | Brass bib cock 15 mm nominal bore and weight not less than 400 gms . |
| 134 | Uplasticised PVC connection pipe with brass unions 45 cm long 15 mm nominal bore |
| 135 | C.P. brass shower rose with 15 or 20 mm inlet 100 mm diameter |
| 136 | G.I. Union for G.I. pipe 15 mm nominal bore |
| 137 | G.I. Union for G.I. pipe 20 mm nominal bore |
| 138 | PTMT Bib cock 15 mm nominal bore 86 mm long and weight not less than 88 gms |
| 139 | PTMT pillar cock 15 mm nominal bore , 107 mm long and weighing not less than 110 gms. of |
| 140 | PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms |
| 141 | PTMT Ball cock 15 mm nominal bore, 105 mm long, weighing not less than 138 gms |
| 142 | Polyethylene water tank IS :12701 marked with cover an suitable locking arrangement |
| 143 | Brass metal spindle for bib cocks / stop cock / angle valves and aloke of approved quality |
| 144 | PVC over head water stoarge tank cover with frame ( screwed / threaded ) |
| 145 | Brass full way valve / gate valvewith C.I. wheel (screwed end) 15 mm dia |
| 146 | Brass full way valve / gate valve with C.I. wheel (screwed end) 20 mm dia |
| 147 | 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.) |
| 148 | Arranging services of plumber for plumbing jobs ( sanitary work , water supply & drainage, dismantling of watersupply, sanitary , drainage fittingsetcworketc ) including necessary labourfor assistancewhere ever required for day to day maintenance of all departmental buildings including repair/fixing of all sanitary & water supply items including fixing of new sanitary and water suplly fittings ,opening of air locks from water supply pipe all complete as per direction of Engineer-in-Charge. (Note: 1. All T&P shall be arranged by the agency except materials required which will be paid for separately.Payments shall be made on job basis for period of one month). |
| 149 | Providing Mannual assistance for miscellaneous day to day maintenance works as per site requirement and as per direction of Engineer-in-Charge. (Note: One Man day shall be treated as each day ) |
| 150 | Supplying of following Drainage items of approved make to be used at site all complete with necessary cement, sand and aggregate for fixing as per direction of Engineer-in-charge. :- |
| 151 | Rectangular shape 600x450 mm precast R.C.C. manhole cover with frame - L.D. - 2.5 |
| 152 | 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. (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.) |
| 153 | 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. |
| 154 | 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. (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.) |
| 155 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.(b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.(d) Fourth and final layer ofcement plaster will be paid for separately.(For the purpose of measurement the entire treated surface will be measured.) |
| 156 | 20 mm cement plaster of mix : |
| 157 | 1:4 (1 cement: 4 coarse sand)as fourth water proofing layer for water proofing treatment in above item |
| 158 | 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. |
| 159 | (2)Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note :- (1) The elevational area of the scaffolding shall be measured for payment purpose.(2) The payment will be made once only for execution of all items for such works. |
| 160 | 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) |
| 161 | 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. |
