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| 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, 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. |
| 2 | All kinds of soil. |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 5 | 1:5:10 (1 cement : 5 coarse sand(zone-III) : 10 graded stone aggregate 40 mm nominal size) |
| 6 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: |
| 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 | Centering and shuttering including strutting, propping etc. and removal of form work for : |
| 9 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 10 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand) |
| 11 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with : |
| 12 | Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 13 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like. |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 15 | Credit for stone issued at site (Stone recovered from dismantling of stone masonry to be credited.) |
| 16 | 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. |
| 17 | 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 : |
| 18 | 100x10 mm |
| 19 | 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 : |
| 20 | 75 mm |
| 21 | Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer-in-charge |
| 22 | Extruded section profile size 42x50 mm |
| 23 | Providing and fixing to existing door frames. |
| 24 | 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. 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 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x24 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. (For W.C. and bathroom door shutter). |
| 25 | 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. |
| 26 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 27 | 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. |
| 28 | 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. |
| 29 | 75 mm diameter |
| 30 | 110 mm diameter |
| 31 | 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. |
| 32 | Coupler 75mm |
| 33 | Coupler 110mm |
| 34 | Single tee with door 75x75x75 mm |
| 35 | Single tee with door 110x110x110 mm |
| 36 | Bend 87.5° 75 mm bend |
| 37 | Bend 87.5° 110 mm bend |
| 38 | Shoe (Plain) 75 mm Shoe |
| 39 | Shoe (Plain) 110 mm Shoe |
| 40 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood 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. |
| 41 | 75 mm |
| 42 | 110 mm |
| 43 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 44 | Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 coarse sand) over wooden karries or R.C.C. battens or structural steel sections (Karries or battens or structural steel sections to be paid separately), including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 fine sand ) complete : |
| 45 | Red sand stone slab 40 to 50 mm thick |
| 46 | 20 mm cement plaster of mix : |
| 47 | 1:6 (1 cement: 6 coarse sand) |
| 48 | Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) : |
| 49 | Raised and cut pointing |
| 50 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 51 | 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). |
| 52 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: |
| 53 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 54 | 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. |
| 55 | 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. |
| 56 | Old work (one or more coats) |
| 57 | Wall painting with acrylic emulsion paint, 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. |
| 58 | One coat. |
| 59 | Two coats. |
| 60 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 61 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 62 | One or more coats on old work. |
| 63 | French spirit polishing : |
| 64 | One or more coats on old work. |
| 65 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 66 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface). |
| 67 | 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 within 50 metres lead : |
| 68 | With cement mortar 1:4 (1 cement : 4 fine sand). |
| 69 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: |
| 70 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). |
| 71 | Providing & fixing White vitreous china water closet squatting pan (Indian type) along with \\"S\\" or \\"P\\" trap including dismantling of old WC seat and \\"S\\" or \\"P\\" trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. |
| 72 | Orissa pattern W.C Pan of size 580x440 mm |
| 73 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 74 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 75 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 76 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : |
| 77 | In cement mortar |
| 78 | 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. |
| 79 | Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer-in-Charge : |
| 80 | Rectangular manhole 120x90 cm and 90 cm deep |
| 81 | Extra for depth of manholes dismantled: |
| 82 | Rectangular manhole 120x90 cm and beyond 90 cm depth |
| 83 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |
| 84 | For thickness of tiles 10 mm to 25 mm |
| 85 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 86 | W.C. pan with ISI marked white solid plastic seat and lid |
| 87 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. |
| 88 | 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: |
| 89 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap |
| 90 | 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. |
| 91 | 10 litre capacity - White |
| 92 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 93 | Semi rigid pipe 32 mm dia |
| 94 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 95 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : |
| 96 | Rectangular shape 453x357 mm |
| 97 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and includingcement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : |
| 98 | For 100 mm dia. Pipe |
| 99 | For 75 mm dia. Pipe |
| 100 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. |
| 101 | Waste coupling 31 mm dia of 79 mm length and 62 mm breadth weighing not less than 45 gms. |
| 102 | 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. |
| 103 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. |
| 104 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2\\" BSP thread and shapes, weighing not less than 60 gms. |
| 105 | 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. : Internal work - Exposed on wall |
| 106 | 15 mm nominal outer dia. Pipes. |
| 107 | 20 mm nominal outer dia. Pipes. |
| 108 | 25 mm nominal outer dia .Pipes. |
| 109 | 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. |
| 110 | 15 mm dia. nominal bore |
| 111 | 20 mm dia. nominal bore |
| 112 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work |
| 113 | 15 mm dia. nominal bore |
| 114 | 20 mm dia. nominal bore |
| 115 | Providing and fixing brass bib cock of approved quality : |
| 116 | 15 mm nominal bore |
| 117 | Providing and fixing brass stop cock of approved quality : |
| 118 | 15 mm nominal bore |
| 119 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 120 | 25 mm nominal bore |
| 121 | 50 mm nominal bore |
| 122 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 123 | 45 cm length 15 mm nominal bore |
| 124 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 125 | 15 mm nominal bore |
| 126 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 : |
| 127 | 15mm nominal bore |
| 128 | Providing and fixing PTMT bib cock of approved quality and colour. |
| 129 | 15mm nominal bore, 86 mm long. Weighing not less than 88 gms. |
| 130 | Providing and fixing PTMT stop cock of approved quality and colour. |
| 131 | 15 mm nominal bore, 86 mm long. Weighing not less than 88 gms. |
| 132 | Providing and fixing PTMT pillar cock of approved quality and colour . |
| 133 | 15mm nominal bore, 107 mm long. Weighing not less than 110 gms. |
| 134 | Providing and fixing PTMT grating of approved quality and colour. |
| 135 | Circular type 125 mm nominal dia with 25 mm waste hole. |
| 136 | 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. |
| 137 | 20 mm nominal bore, 120 mm long. Weighing not less than 198 gms. |
| 138 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : |
| 139 | 150 mm diameter |
| 140 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : |
| 141 | 150 mm diameter S.W. pipe |
| 142 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels 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 complete as per standard design : Inside size 120x90 cm and 90 cm deep excluding C.I. cover with frame (heavy duty) 560 mm internal diameter, |
| 143 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 144 | Extra for depth for manholes |
| 145 | Size 120x90 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 146 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : |
| 147 | For fixed portion: Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) |
| 148 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) |
| 149 | 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. |
| 150 | Pre-laminated particle board with decorative lamination on both sides. |
| 151 | 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): |
| 152 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 153 | 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. |
| 154 | With stainless steel cover plate minimum 1.25 mm thickness. |
| 155 | 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. |
| 156 | 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. |
| 157 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge |
| 158 | 50 mm average thickness |
| 159 | Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. |
| 160 | Bars upto 12 mm diameter |
| 161 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. |
| 162 | Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make. |
| 163 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. |
| 164 | Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2). 25 mm average thickness in 2 layers. |
| 165 | Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by wt. of cement used) modified plain/reinforced cement concrete for structural members having minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness. Note: Rates shall be for finished surface area of concrete and shall include the cost of labour, concrete and appropriate approved Super- Plasticiser for rendering concrete as flowable and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc. (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument) |
| 166 | 50mm thick in Grade M 25 with cement content not less than 330 kg per cum |
| 167 | Providing and replacement of unservicable floor trap for making leakproof including cutting and making good floors/walls etc. by replacing PVC/ china vitreous trap with cement mortar 1:3 with neat cement after taking out grating from floor including demolishing of C.C. work and stacking of useful materials near the site and disposal of unserviceable materials to municipal dumps. |
| 168 | Labour for repairing of existing tilted steel MS compound gate (3.73 x 1.23 size approx. ) with neccessary hold fast , welding hinge pins at required level, and by welding after holding the gate in proper position and re-aligning the same, repairing for smooth operation etc. complete as per direction of Engineer-in -charge. (M.S. Material required like MS. angles,flat,bolts etc. & cement concrete to be paid for separately.) |
| 169 | Fixing of compound grill with care at top of compound wall .The cost is inclusive of removing all bends,kinks etc from grill and welding with arc/gas weldieng if required copmplete.( CC block shall be paid separately) |
| 170 | Compound Grill of height up to 1.05m excluding hold fast length |
| 171 | Cleaning of shaft of rubbish, waste , overflowing foul water all complete including choking of sewerline,gully traps etc . (inclusive of cost of all T&P for attending the work shall be arranged nothing extra shall be paid.) |
| 172 | Providing Plumber as and when required for attending complaints of plumbing, sanitary installations, water supply fittings and related works complete not covered in the above items excluding the cost of material except washers,nails,clamps,screws, M- seal, taplon tap , drill machine , bit etc. as per direction of Engineer-in-Charge. The material required for attending the complaints shall be arranged by the contractor at site and paid for seprately. |
| 173 | Providing carpenter as and when required for attending all complaints of carpentry works not covered in the above items such as repair of doors , windows , cupboard shutters as per requriment on need basis for all jobs in one working day i/c cost of screws ,nails, fevicol clamps etc. (The material required for attending the complaints shall be arranged by the contractor at site and will be paid paid for seprately. except cost of all T&P for attending the work shall be arranged by the contractor and nothing extra shall be paid. |
| 174 | Providing Beldar as and when required for attending maintenance job for carpentry,plumbing job and for other miscellaneous works not covered in the above items such as cleaning the colonies compound, roof etc. including the cost of ledder, tagari, phawra etc.for all jobs in one working day. |
| 175 | Providing Sewerman as and when required for attending day to day complaints of drainage and sewerage works such as removal of choking of sewerline,gully traps and manholes of the quarters / buildings i/c cost of bamboo, phawra etc. (inclusive of cost of all T&P for attending the work shall be arranged by the contractor and nothing extra shall be paid.) |
| 176 | Providing and fixing brass handle valve of approved quality (screwed end) : |
| 177 | 20 mm nominal bore |
| 178 | 25 mm nominal bore |
| 179 | Credit of CP brass items |
| 180 | Credit of CI/GI/MS items |
| 181 | Credit of Aluminium items |
| 182 | Credit of SCI items |
| 183 | Credit of PVC Cistern Please Enable Macros to View BoQ information |