Municipal Corporation Of Delhi has published Tender For Beautification And Faceliftment Of Clock Tower And Repair Of Urinal At Kamla Market In City-Sp Zone. Submission Date for this Tender is 11-03-2024. clocks Tenders in Delhi Delhi. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and 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. |
| 2 | 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 25mm average thickness |
| 3 | 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 50mm average thickness |
| 4 | Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust freesteel 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.Bars upto 12 mm diameter |
| 5 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as perspecifications and direction of Engineer-In-charge complete in all respect.SBR Polymer (@10% of cement weight) modified cementitious bond coat @2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer |
| 6 | 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. 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/ mm2). 25 mm average thickness in 2 layers. |
| 7 | 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. 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/ mm2). 50 mm average thickness in 3 layers. |
| 8 | Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by engineer-in-charge |
| 9 | 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 as per direction of Engineer-in-charge. |
| 10 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement :4 coarse sand) |
| 11 | Add or deduct for plaster drip course / groove in plastered surface or moulding to R.C.C. projections. |
| 12 | 12 mm cement plaster of mix :1:4 (1 cement :4 coarse sand) |
| 13 | 6 mm cement plaster to ceiling of mix :1:3 (1 cement :3 fine sand) |
| 14 | 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. |
| 15 | Distempering with 1st quality acrylic distemper (ready mixed) havingVOCcontentlessthan50gms/litre,ofapproved manufacturer,ofrequiredshadeandcolourcomplete,asper manufacturer’s specification. Two or more coats on new work |
| 16 | Finishing walls with textured exterior paint of required shade:New work (two or more coate applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint "Snowcem Plus" or equivalent applied @ 2.20 kg/10sq |
| 17 | Demolishing brick work manually/ by mechanical means including stacking of serviceble material and disposal of unserviceble material within 50 metres lead as per direction of Engineer-in-charge. : In cement mortar. |
| 18 | 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 : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 19 | Grading roof for water proofing treatment with : cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size) |
| 20 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceble material and disposal of unservicble material within 50 mertes lead. |
| 21 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with gery 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) :25 mm thick |
| 22 | 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. |
| 23 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required . In gratings, frames, guard bar, ladders, railings, brackets, gates and similar works. |
| 24 | Painting with synthetic enamle paint of approved brand and manufacture to give an even shade :Two or more coats on new work |
| 25 | Demolishing cement concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer-in-Charge Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 26 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead: For thickness of tiles 10 mm to 25 mm. |
| 27 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level: 1:5: 10 (1 cement: 5 coarse sand(zone-III): 10 graded stone aggregate 40 mm nominal size) |
| 28 | 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 disposingl of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil: Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. |
| 29 | Providing,laying and jointing glazed stoneware pipes class SP-I with stiff mixture of cement mortar in the proportion of 1:1 (1 cement :1 fine sand) including testing of joints etc.complete:150 mm diameter |
| 30 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at in cement mortar 1:4 (1 cement :4 coarse sand), in side 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 allcomplete as per standard design:0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming 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 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) including centering shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the exernal surface shall be paid for separately); With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 31 | Constructing brick masonry road gully chamber 50 x 45 x 60 cm with bricks of class designation 75 in cement mortar 1:5 (1 cement :5 Coarse sand) including 500 x 450 mm precast R.C.C.horizontal grating with frame completes as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 32 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls,floors with cement concrete 1:2:4 mix 1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc.complete : For pipes 100 to 250 mm diameter |
| 33 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430 x 260 x 350 mm and 340 x 410 x 265 mm sizes respectively. |
| 34 | 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; 20 mm nominal outer dia Pipes. |
| 35 | 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; Concealed work including cutting chases and making good the walls etc.; 15 mm nominal outer dia Pipes. |
| 36 | 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; External work; 20 mm nominal outer dia Pipes. |
| 37 | Providing and placing on terrace (at all floor levels) Polythylene water storage tank ISI :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. |
| 38 | Providing and fixing ball valve (brass) of approved quality complete: High or low pressure with plastic floats; 20 mm nominal bore |
| 39 | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour: 20 mm nominal size with dimensions 69 x 43 x 43 mm weighing not less than 45 gms |
| 40 | 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: 20 mm nominal bore,120 mm long weighing not less than 198 gms. |
| 41 | Providing and fixing PTMT 15 mm Urinal spreader size 95 x 69 x 100 mm with ½" BSP thread and shapes, weighing not less then 60 gms. |
| 42 | Providing and fixing PTMT urinal cock of approved quality and colour and make : 15 mm nominal size 80 mm long, 44 mm high and 30 mm wide with BSP female threads weighing not less then 48 gms. |
| 43 | Providing and fixing wash basin with C.I. brackets,15 mm C.P. brass pillar taps, 32mm C.P.brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required : White vitreous China; Wash basin size 630 x 450 mm with a single 15 mm C.P.brass pillar taps |
| 44 | Providing and fixing P.V.C.waste pipe for sink or wash basin including P.V.C.waste fittings complete: Semi rigid pipe; 40 mm dia |
| 45 | Providing and fixing uplasticised PVC connection pipe with brass unions: 30 cm length; 20 mm nominal bore |
| 46 | Providing and fixing 100 mm sand cast Iron grating for gully trap |
| 47 | 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; 110 mm diameter |
| 48 | 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;110x110x110 mm |
| 49 | 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 87.5o;110 mm bend |
| 50 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard woodplugs,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:110 mm |
| 51 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level: 1:2:4 (1 Cement: 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size. |
| 52 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 53 | 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 @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 54 | 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. |
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