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| 1 | Sub-Head : Earth Work |
| 2 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared. |
| 3 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 4 | Removing plantation and its roots from buildings at all height, including dismantling and repairing plaster and masonry including repair of surface with cement 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). |
| 5 | Sub-Head : Concrete Work |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 7 | 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) |
| 8 | 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) |
| 9 | Sub-Head : Masonry Work |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 11 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 12 | Sub-Head : Woodand P.V.C. Work |
| 13 | Deduct for not providing hinges in doors, windows or clerestory window shutters with : |
| 14 | Stainless steel butt hinges with stainless steel screws : |
| 15 | For 2nd class teak wood and other class of wood shutters. |
| 16 | Providing and fixing flat pressed 3 layer particle board medium density exterior grade (Grade I) or graded wood particle board IS : 3087 marked, to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately): |
| 17 | 12 mm thick |
| 18 | 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. |
| 19 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 20 | 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: |
| 21 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 22 | 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 : |
| 23 | 30 mm thick shutters |
| 24 | With ISI marked stainless steel butt hinges of required size - Kiln seasoned and chemically treated hollock wood |
| 25 | Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : |
| 26 | 20 mm dia (heavy type) |
| 27 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : |
| 28 | 250x16 mm |
| 29 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : |
| 30 | 200x10 mm |
| 31 | 100x10 mm |
| 32 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : |
| 33 | 100 mm |
| 34 | 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. |
| 35 | 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 : |
| 36 | 250x16 mm |
| 37 | 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 : |
| 38 | 250x10 mm |
| 39 | 150x10 mm |
| 40 | 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 : |
| 41 | 100 mm |
| 42 | 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. |
| 43 | Twin rubber stopper |
| 44 | Providing and fixing to existing door frames. |
| 45 | 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. |
| 46 | Sub-Head : Aluminium Work |
| 47 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg., for doors, including cost of cutting floors ,embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. |
| 48 | With stainless steel cover plate minimum 1.25 mm thickness. |
| 49 | Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). |
| 50 | Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer -in-charge. |
| 51 | Sub-Head : Steel Work |
| 52 | 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, 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). |
| 53 | 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) |
| 54 | 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. |
| 55 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 56 | Sub-Head : Flooring |
| 57 | 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. |
| 58 | Sub-Head : Finishing |
| 59 | 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. |
| 60 | 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. |
| 61 | One coat. |
| 62 | Two coats. |
| 63 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 64 | One or more coats on old work. |
| 65 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 66 | Old work (One or more coat applied @ 0.90 ltr/10 sqm). |
| 67 | Sub-Head : Repairs to Buildings |
| 68 | 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. |
| 69 | With cement mortar 1:4 (1cement: 4 coarse sand). |
| 70 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: |
| 71 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). |
| 72 | 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) |
| 73 | 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. |
| 74 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. |
| 75 | 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. |
| 76 | 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. |
| 77 | 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. |
| 78 | Sub-Head : Dismantling and Demolishing |
| 79 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 80 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 81 | Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead: |
| 82 | Of area 3 sq. metres and below |
| 83 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. |
| 84 | 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. |
| 85 | Credit for dismantled unserviceable material |
| 86 | Wooden panelled / flush door shutter/ glazed shutter/ wire guage shutter of size upto 2.50 Sqm. |
| 87 | Brass/CP fittings such as water taps , pillar cock , angle cock, stop cock and door window brass fittins or alike . |
| 88 | PTMP fittings such as water taps , pillar cock , angle cock, stop cock. |
| 89 | Old unserviceable hydraulic door closer. |
| 90 | PVC Cistern. |
| 91 | Old dismantled reinforcement bars/ steel sections / GI pipes etc and alike |
| 92 | Aluminium section |
| 93 | Sub-Head : Sanitary Installations |
| 94 | Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required: |
| 95 | White glazed fire clay kitchen sink of size 600x450x 250 mm |
| 96 | 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 : |
| 97 | Kitchen sink without drain board |
| 98 | 610x510 mm bowl depth 200 mm. |
| 99 | Providing and fixing white vitreous china water closet squatting pan (Indian type) : |
| 100 | Orissa pattern W.C. pan of size 580x440 mm |
| 101 | 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. |
| 102 | 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. |
| 103 | 10 litre capacity - White |
| 104 | Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : |
| 105 | Black solid plastic seat with lid |
| 106 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 107 | Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : |
| 108 | Flat back wash basin of size 550x400 mm. |
| 109 | Providing and fixing kitchen sink including making all connections excluding cost of fittings. |
| 110 | White glazed fire clay sink of size 600x450x250 mm. |
| 111 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 112 | Flexible pipe |
| 113 | 32 mm dia |
| 114 | 40 mm dia |
| 115 | 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. |
| 116 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. |
| 117 | Waste coupling 31 mm dia of 79 mm length and 62 mm breadth weighing not less than 45 gms. |
| 118 | Waste coupling 38 mm dia of 83 mm length and 77 mm breadth, weighing not less than 60 gms. |
| 119 | Providing and fixing PTMT Bottle Trap for Wash basin and sink. |
| 120 | Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms |
| 121 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2\" BSP thread and shapes, weighing not less than 60 gms. |
| 122 | Providing and fixing PTMT urinal cock of approved quality and colour. |
| 123 | 15 mm nominal bore, 80 mm long. 42 mm high and 30 mm wide with BSP female threads weighing not less than 48 gms. |
| 124 | Sub-Head : Water Supply |
| 125 | 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. |
| 126 | 15 mm dia. nominal bore |
| 127 | 20 mm dia. nominal bore |
| 128 | 25 mm dia. nominal bore |
| 129 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work |
| 130 | 20 mm dia. nominal bore |
| 131 | 25 mm dia. nominal bore |
| 132 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 133 | 25 to 40 mm nominal bore |
| 134 | Providing and fixing brass bib cock of approved quality : |
| 135 | 15 mm nominal bore |
| 136 | Providing and fixing brass stop cock of approved quality : |
| 137 | 15 mm nominal bore |
| 138 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 139 | 25 mm nominal bore |
| 140 | 20 mm nominal bore |
| 141 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 142 | 15 mm nominal bore |
| 143 | 20 mm nominal bore |
| 144 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 145 | 30 cm length |
| 146 | 15 mm nominal bore |
| 147 | 45 cm length |
| 148 | 15 mm nominal bore |
| 149 | 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 : |
| 150 | 15 mm nominal bore. |
| 151 | 20 mm nominal bore. |
| 152 | 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. |
| 153 | Providing and fixing covers for PVC water storage tanks with necessary MS / PVC clamps |
| 154 | For 500 litres capacity tanks |
| 155 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. |
| 156 | 15 mm nominal bore. |
| 157 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 158 | 15 mm nominal bore |
| 159 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. |
| 160 | 15 mm nominal bore. |
| 161 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 : |
| 162 | 15mm nominal bore |
| 163 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. |
| 164 | Providing and fixing PTMT bib cock of approved quality and colour. |
| 165 | 15mm nominal bore, 86 mm long. Weighing not less than 88 gms. |
| 166 | Providing and fixing PTMT stop cock of approved quality and colour. |
| 167 | 15 mm nominal bore, 86 mm long. Weighing not less than 88 gms. |
| 168 | Providing and fixing PTMT pillar cock of approved quality and colour . |
| 169 | 15mm nominal bore, 107 mm long. Weighing not less than 110 gms. |
| 170 | Providing and fixing PTMT, push cock of approved quality and colour. |
| 171 | 15 mm nominal bore, 98 mm long. Weighing not less than 75 gms. |
| 172 | Providing and fixing PTMT grating of approved quality and colour. |
| 173 | Circular type. |
| 174 | 100 mm nominal dia. |
| 175 | 125 mm nominal dia with 25 mm waste hole. |
| 176 | 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. |
| 177 | 15 mm nominal bore, 105 mm long. Weighing not less than 138 gms. |
| 178 | 20 mm nominal bore, 120 mm long. Weighing not less than 198 gms. |
| 179 | Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. |
| 180 | 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.) |
| 181 | Collecting complaints from complaints register from maintenance office or telephonically or by other means from respective residents of quarters and building etc. and getting the complaints attended and collecting duly signed mainitenance dockets from the respective residents and occupants all complete in all respect as per direction of Engineer-in-charge. |
| 182 | Providing labour for cleaning of terraces of Main TE building & BSNL Staff Colony, Avas Vikas, Haldwaniand for cleaning of whole BSNL Compound of Main TE building & BSNL Staff Colony, Avas Vikas, Haldwani including out side area near compound wall & entrance gate, removing of grass, bushes and cleaning of internal drains as per direction of Engineer-in-Charge. (Note: All the T&P will be arranged by the agency.) |
| 183 | Sub-Head : Drainage |
| 184 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality |
| 185 | L D - 2.5 |
| 186 | Rectangular shape 600x450 mm internal dimensions |
| 187 | Square shape 450 mm internal dimensions |
| 188 | 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. |
| 189 | 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.) |
| 190 | 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. |
| 191 | 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.) |
| 192 | Sub-Head : Water Proofing |
| 193 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: |
| 194 | (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. |
| 195 | (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. |
| 196 | (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. |
| 197 | (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. |
| 198 | (For the purpose of measurement the entire treated surface will be measured.) |
| 199 | Sub-Head : Conservation of Heritage Buildings |
| 200 | Providing and fixing double scaffolding system for repair works on the exterior/interior side or as required, upto four storey height made with bamboos 1.50 m c/c horoizontal and vertical bamboos along with challies tied with ropes & wires with suitable climbing ladders and working platforms, including, maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding all complete as per direction 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. |
