Delhi Urban Shelter Improvement Board has published Jsc Pay Use Revenue Emergent Repair Of Jan Suvidha Complex At Behind Karol Bagh Bus Terminal , Code No 23Cj1322 , In Ac-23 Karol Bagh. Submission Date for this Tender is 22-03-2021. Building Work Tenders in Karol Bagh Delhi. Bidders can get complete Tender details and download the document.
| Name of Work : Pay & Use JSC (Revenue) Sub-Head :- Emergent Repair of Jan Suvidha Complex at Behind Karol Bagh Bus Terminal (Code No: 23CJ1322) in AC-23 Karol Bagh | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :\r\n1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).\r\n | 6.23 | cum | |
| 2 | 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :\r\n1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size).\r\n | 3.11 | cum | |
| 3 | 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:\r\nCement mortar 1:4 (1 cement : 4 coarse sand)\r\n | 4.39 | cum | |
| 4 | 4 | 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 :\r\nCement mortar 1:4 (1 cement : 4 coarse sand)\r\n | 0.98 | cum | |
| 5 | 5 | 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 :\r\n250x16 mm\r\n | 10 | each | |
| 6 | 6 | 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 :\r\n250x10 mm\r\n | 10 | each | |
| 7 | 7 | 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 :\r\n125 mm\r\n | 10 | each | |
| 8 | 8 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.\r\n | 50 | kg | |
| 9 | 9 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.\r\nUsing flats 30x6mm for diagonal braces and central cross piece\r\n | 2 | sqm | |
| 10 | 10 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.\r\nFixing 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)\r\n | 1.8 | kg | |
| 11 | 11 | 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.\r\nIn gratings, frames, guard bar, ladder, railings, brackets, gates and similar works\r\n | 120 | kg | |
| 12 | 12 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :\r\n25 mm thick\r\n | 28.72 | sqm | |
| 13 | 13 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.\r\n | 39.5 | sqm | |
| 14 | 14 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, 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.\r\n | 46.08 | sqm | |
| 15 | 15 | 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.\r\n | 17.82 | sqm | |
| 16 | 16 | 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 :\r\nIn 75x75 mm deep chase\r\n | 50 | metre | |
| 17 | 17 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.\r\n | 4 | each | |
| 18 | 18 | 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.\r\n110 mm diameter\r\n | 9.2 | metre | |
| 19 | 19 | 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.\r\nCoupler\r\n110 mm\r\n | 3 | each | |
| 20 | 20 | 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.\r\nSingle tee with door\r\n110x110x110 mm\r\n | 3 | each | |
| 21 | 21 | 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.\r\nBend 87.5°\r\n110 mm bend\r\n | 3 | each | |
| 22 | 22 | 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.\r\nWith cement mortar 1:4 (1cement: 4 coarse sand)\r\n | 50 | sqm | |
| 23 | 23 | Demolishing brick work 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.\r\nIn cement mortar\r\n | 1 | cum | |
| 24 | 24 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.\r\n | 28.72 | sqm | |
| 25 | 25 | Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately), including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.\r\n | 36.9 | cum | |
| 26 | 26 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.\r\n | 50 | sqm | |
| 27 | 27 | 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.\r\n | 20 | cum | |
| 28 | 28 | Providing and fixing white vitreous china water closet squatting pan (Indian type) :\r\nOrissa pattern W.C. pan of size 580x440 mm\r\n | 5 | each | |
| 29 | 29 | 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.\r\n10 litre capacity - White\r\n | 5 | each | |
| 30 | 30 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :\r\n100 mm inlet and 100 mm outlet\r\nSand Cast Iron S&S as per IS: 1729\r\n | 5 | each | |
| 31 | 31 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :\r\n250 mm dia. R.C.C. pipe\r\n | 10 | metre | |
| 32 | 32 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 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 :\r\nInside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :\r\nWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5\r\n | 1 | each | |
| 33 | 33 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :\r\n0.91 m deep with SFRC cover and frame (heavy duty, HD- 20 grade designation) 560 mm internal diameter conform- ing to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 ce- ment : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :\r\nWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5\r\n | 1 | each | |
| 34 | 34 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality\r\nL D- 2.5\r\nRectangular shape 600x450 mm internal dimensions\r\n | 4 | each | |
| 35 | 35 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality\r\nL D- 2.5\r\nCircular shape 450 mm internal diameter\r\n | 1 | each | |
| 36 | 36 | Grading roof for water proofing treatment with\r\nCement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)\r\n | 4.98 | cum | |
| 37 | 37 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.\r\n | 1 | sqm | |
| 38 | 38 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :\r\nAll kinds of soil\r\nPipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia\r\n | 10 | metre | |
| 39 | 39 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :\r\nCement mortar 1:3 (1 cement : 3 coarse sand)\r\n | 5 | sqm | |
| 40 | 40 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness .The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame.\r\n | 3.4 | metre | |
| 41 | 41 | Providing and fixing to existing door frames.\r\n30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames.\r\n | 9.5 | sqm | |
| 42 | 42 | Providing and fixing ISI marked, IS : 1341, M.S. heavy weight butt hinges with necessary screws etc. complete :\r\n100x75x3.50 mm\r\n | 8 | each | |
| 43 | 43 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :\r\nOne or more coats on old work\r\n | 50 | sqm | |
| 44 | 44 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :\r\nNew work (two or more coats) over and including water thinnable priming coat with cement primer\r\n | 50 | sqm | |
| 45 | 45 | Finishing walls with water proofing cement paint of required shade :\r\nNew work (Two or more coats applied @ 3.84 kg/10 sqm)\r\n | 50 | sqm | |
| 46 | 46 | 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.\r\n | 50 | sqm | |
| 47 | 47 | 12 mm cement plaster of mix :\r\n1:4 (1 cement: 4 fine sand)\r\n | 10 | sqm | |
| 48 | 48 | Laying slabs of all thickness for roofing in cement mortar 1:4 (1 cement : 4 coars sand) over wooden karries or RS Joists/Tiron (karries and RS Joists/Tiron to be paid for separtely) including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 fine sand). Stone slabs shall be provided by the department free of cost at site of work. \r\n\r\n | 10 | Sqm | |
| 49 | 49 | Replacing sand stone slabs in roofing, laid in cement mortar 1:4 (1 cement : 4 coarse sand), including necessary repairs and cement pointing with same mortar complete, including disposal of rubbish to dumping ground, all complete as per directions of Engineer-In-Charge.\r\nRed/ white sand stone slabs 30 to 50 mm thick\r\n | 10 | sqm | |
| 50 | 50 | 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:\r\n25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws\r\n | 2.1 | sqm | |
| 51 | 51 | Providing and fixing PTMT bib cock of approved quality and colour.\r\n15mm nominal bore, 86 mm long, weighing not less than 88 gms\r\n | 3 | each | |
| 52 | 52 | Providing and fixing PTMT stop cock of approved quality and colour.\r\n15 mm nominal bore, 86 mm long, weighing not less than 88 gms\r\n | 3 | each | |
| 53 | 53 | Providing and fixing PTMT pillar cock of approved quality and colour\r\n15 mm nominal bore, 107 mm long, weighing not less than 110 gms\r\n | 3 | each | |
| 54 | 54 | 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\r\n15 mm nominal outer dia Pipes\r\n | 10 | metre | |
| 55 | 55 | 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\r\n20 mm nominal outer dia Pipes\r\n | 10 | metre | |
| 56 | 56 | 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\r\n25 mm nominal outer dia Pipes\r\n | 10 | metre | |
| 57 | 57 | 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\r\n32 mm nominal outer dia Pipes\r\n | 10 | metre | |
| 58 | 58 | 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\r\n40 mm nominal outer dia Pipes\r\n | 10 | metre | |
| 59 | 59 | 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.\r\nCircular tank\r\n | 1000 | per litre | |
| 60 | 60 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm dia for all depth.\r\n | 10 | metre | |
| 61 | 61 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :\r\n32 mm nominal bore\r\n | 2 | each | |
| 62 | 62 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :\r\n20 mm nominal bore\r\n | 2 | each | |
| 63 | 66 | Cost Index @ 13.33% on all items | 1 | Nos | |
| 64 | 67 | Cost Index @-9.50% on all items | item9 | 1 | Nos |
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