Kochi Metro Rail Limited has published Kunnara Park Redevelopment , Its Connectivity To Thykoodam Metro Station And Connectivity Between Ekm South Metro Station And Ekm Jn Railway Station As Part Of Nmt Initiative Of Kochi Metro. Submission Date for this Tender is 01-06-2020. Gardening Tenders in Kochi Kerala. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 06-May-2020 | Corrigendum 1 | Date | 01-06-2020 |
| Name of Work: Kunnara Park Redevelopment, Its Connectivity To Thykoodam Metro Station & Connectivity Between Ekm South Metro Station & Ekm Jn Railway Station As part of NMT initiative of Kochi Metro | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | SITE CLEARANCE & DISMANTLING WORKS | |||
| 2 | 1.01 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | item1 | 3600 | Sqm |
| 3 | 1.02 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | item2 | 360 | Sqm |
| 4 | 1.03 | Demolishing cement concrete manually / by mechanical means including 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) | item3 | 43.75 | Cum |
| 5 | 1.04 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge. Nominal concrete 1:4:8 leaner mix ( including equivalent design mix) | item4 | 18.75 | Cum |
| 6 | 1.05 | Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | item5 | 18.75 | Cum |
| 7 | 1.06 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work ( Payment shall be made on the cross sectional area of R.C.C. or R.B work) as per direction of Engineer-in-charge. | item6 | 225 | Sqm |
| 8 | 1.07 | 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.In lime mortar | item7 | 20 | cum |
| 9 | 1.08 | 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. In cement mortar | item8 | 56.25 | Cum |
| 10 | 1.09 | 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- Charges:In Lime Mortor | item9 | 25 | cum |
| 11 | 1.1 | Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge. | item10 | 625 | Kg |
| 12 | 1.11 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead - For thickness of tiles above 25 mm and up to 40 mm | item11 | 125 | Sqm |
| 13 | 1.12 | 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 | item12 | 1343.5 | Cum |
| 14 | 1.13 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means). | item13 | 364 | Sqm |
| 15 | 1.14 | Taking out existing kerb stones of all types from footpath/ central verge including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineerin-Charge. | item14 | 125 | Rm |
| 16 | 1.15 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | item15 | 125 | Sqm |
| 17 | 1.16 | Cutting branches of trees overhanging above any structures of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete. | item16 | 15 | each |
| 18 | 2 | BARRICADING WORKS | |||
| 19 | 2.01 | Providing and erecting 1.2 metre high temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in- Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from shall remain to be the property of the contractor on completion of the work) | item18 | 240 | Sqm |
| 20 | 3 | EARTH WORKS | |||
| 21 | 3.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | item20 | 838.13 | Cum |
| 22 | 3.02 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | item21 | 243.17 | Cum |
| 23 | 3.03 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineerin-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | item22 | 828.23 | Cum |
| 24 | 3.04 | Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | item23 | 449.08 | Cum |
| 25 | 3.05 | Filling with contractor own earth (excluding rock)using red earth and sand/M sand in the ratio 1:1 , in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | item24 | 88.2 | Cum |
| 26 | 4 | MASONRY WORKS | |||
| 27 | 4.01 | 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 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | item26 | 164.1 | Cum |
| 28 | 4.02 | Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | item27 | 139.38 | Cum |
| 29 | 4.03 | Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete | item28 | 8.05 | Cum |
| 30 | 5 | CONCRETE WORKS | |||
| 31 | 5.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level - 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | item30 | 13.2 | Cum |
| 32 | 5.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate20 mm nominal size) | item31 | 349.75 | Cum |
| 33 | 5.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | item32 | 128.12 | cum |
| 34 | 5.04 | Centering and shuttering including strutting, propping etc. and removal of form work for:\nFoundations, footings, bases for columns | item33 | 3603.31 | sqm |
| 35 | 5.05 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | item34 | 68.44 | cum |
| 36 | 5.06 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | item35 | 6.91 | cum |
| 37 | 5.07 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | item36 | 690.11 | sqm |
| 38 | 5.08 | Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | item37 | 37.06 | sqm |
| 39 | 6 | STEEL WORKS | |||
| 40 | 6.01 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | item39 | 26013.5 | kilogram |
| 41 | 6.02 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes | item40 | 1000 | kg |
| 42 | 6.03 | 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. | item41 | 44500.7 | Kg |
| 43 | 6.04 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) | item42 | 6096 | kg |
| 44 | 6.05 | Supplying and roofing with PVC coated polyester fabric using SS connectors as per design and shape 782GSM Ferrari/Miller make premium quality. | item43 | 176 | sqm |
| 45 | 7 | FLOORING WORKS | |||
| 46 | 7.01 | Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm | item45 | 6.27 | sqm |
| 47 | 7.02 | Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer -in-Charge.Granite work | item46 | 15 | metre |
| 48 | 7.03 | : Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade | item47 | 35 | sqm |
| 49 | 7.04 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvillinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-charge.a. Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | item48 | 9.88 | sqm |
| 50 | 7.05 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. | item49 | 86.46 | sqm |
| 51 | 7.06 | Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid\non 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | item50 | 54.66 | sqm |
| 52 | 7.07 | Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mmthick sub grade of compacted bed of 20 mm thick nominal size stone aggregateand base course and filling with 150 mm thick jamuna sand, including spreading,well ramming, consolidating and finishing smooth etc. all complete as per directionof Engineer-in-charge. | item51 | 50 | sqm |
| 53 | 7.08 | Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 75 mm thick compacted bed of 6 mm stone aggregate, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge | item52 | 720 | sqm |
| 54 | 7.09 | Providing and fixing 10x10x7.50 cm Granite\nstone block machine cut flamed finish at top , for paving in floors, drains etc. laid over bedding layer of 50 mm thick CM 1:10 , filling the joints with cement moratar 1:3 finishing and sweeping extra sand . complete as per direction of engineer-in-charge | item53 | 1593.3 | Sqm |
| 55 | 7.1 | Supplying and laying 300x300x60 mm tactile concrete tile over CM 1: 10 , 50 mm thick including cost and conveyance of all material, curing, labour etc | item54 | 108 | Sqm |
| 56 | 7.11 | Supplying and fixing granite stone bollards of 200mm square bottom and 150 mm square at top 1200 mm long, fixed in cement concrete 1:2:4 ,900 mm above ground , (the size ,finish and designs of bollards to be approved by engineer in charge ) | item55 | 52 | Nos |
| 57 | 7.12 | Providing of Shell white granite stone kerb of size 500*300*100mm, with smooth and single top corner taper on 1:4:8 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete including mountable kerb | item56 | 784 | RM |
| 58 | 7.13 | Providing and fixing of 75mm thick half box cut, top flamed finish, shell white /grey colour natural granite stone for carriage way and similar locations, of size 60x45cm, laid over 50 mm thick base cement mortar 1:10 ( 1 cement : 10 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing,scaffolding etc. complete at all levels | item57 | 66 | Sqm |
| 59 | 7.14 | Providing and fixing of 60mm thick full box cut, top flamed finish, shell white /grey colour natural granite stone for footpath and similar locations, of size 60x45cm, laid over 50 mm thick base cement mortar 1:10( 1 cement : 10 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing,scaffolding etc. complete at all levels | item58 | 650 | Sqm |
| 60 | 7.15 | Providing and fixing of 30mm thick Shell white smooth granite stone for lamppost bottom coping and similar locations, of size 45x45cm, laid over 50 mm thick base cement mortar 1:10( 1 cement : 10 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing,scaffolding etc. complete at all levels. | item59 | 123.93 | Sqm |
| 61 | 7.16 | Supplying and fixing granite stone slab 50 mm thick with inscription writting in recessed style inluding conveying and errecting in position on cement concrete base as per direction of Engineer in Charge.(the quality of granite slab to be approved by the Engineer in charge).The cost of foundation to be paid seperately. | item60 | 2.25 | Sqm |
| 62 | 7.17 | Providing and fixing of 10mm thick black bunch natural stone for cladding and similar locations, of size 30x10cm, laid over 50mm thick base cement mortat 1:10 (1 cement: 10 corse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, scaffolding etc. complete at all levels | item61 | 232.58 | Sqm |
| 63 | 8 | FINISHING WORKS | |||
| 64 | 8.01 | 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | item63 | 396.38 | sqm |
| 65 | 8.02 | 6 mm cement plaster of mix - 1:3 (1 cement : 3 fine sand) | item64 | 26.16 | sqm |
| 66 | 8.03 | Neat cement punning | item65 | 396.38 | sqm |
| 67 | 8.04 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. | item66 | 3000 | kg |
| 68 | 8.05 | Extra for plastering done on moulding cornices or architraves including neat finish to line and level:In two coats | item67 | 26.16 | sqm |
| 69 | 8.06 | Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | item68 | 100 | sqm |
| 70 | 8.07 | Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade: | item69 | 301.95 | sqm |
| 71 | 8.08 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | item70 | 301.95 | sqm |
| 72 | 8.09 | Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) | item71 | 38.16 | sqm |
| 73 | 8.1 | Finishing walls with Acrylic Smooth exterior paint of required shade: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) | item72 | 646.38 | sqm |
| 74 | 8.11 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work | item73 | 4171 | sqm |
| 75 | 8.12 | Face Mounted\nProviding and fixing illuminated Cube signs including all operations from printing to installation all complete as per relevant drawings, technical specifications, signage schedule and to the satisfaction of the Engineer-in-Charge.\nSign Face\nProviding and fixing graphics pasted on the Cube Box surfaces. Printed over self adhesive vinyl , as per artwork and complted as specified and duly approved by Engineer-in-chanrg. Cost to include fixing of sign at location on to floor surface inlucing its cleaning. marking, alignment, complete as spedified in drawings and at locations approved by the Engineer-in-charge\nAbove description generally holds good for the following signage unless otherwise specified except due modifications with special mention\nCube Sign 213x213mm | item74 | 15 | each |
| 76 | 9 | WOOD & PVC | |||
| 77 | 9.01 | 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 laminated 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. | item76 | 18.5 | metre |
| 78 | 9.02 | Providing and fixing to existing door frames.30 mm thick Glas 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. | item77 | 10.5 | sqm |
| 79 | 9.03 | 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:30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | item78 | 10.5 | sqm |
| 80 | 9.04 | Providing and fixing chromium plated brass handles with necessary screws etc. complete:125 mm | item79 | 5 | no |
| 81 | 10 | ROOFING | |||
| 82 | 10.01 | Supply and Installation of translucent roof with standing seam multicell polycarbonate panel system. The system with complete assembly of co extruded UV protected multicell panels incorporated into a complete system. Co-extruded UV protected polycarbonate panel system of min 16 mm thick of 900mm-1200mm width with angular daylighting concept. Panels shall have minimum six layers with truss bridge design for higher flexibility & strength. Panels with opaque and translucent clear combination as per required lux level and design requirements with all fixing accessories to ensure best performance for wind uplift, vibration, oil canning and visual appearance. Panels shall be manufactured with vertical standing seam at both sides of the panel. Panels shall be fixed on Purlin with snap on connectors with double tooth grip lock locking mechanism and will be secured on MS structure (will be paid Separately) with 3 numbers self-drilling screws & trapezoid SS fasteners holding the base of the standing seam offering best stability having a pull-out load of min. 7000N (7KN) tested as per ISO 6892:1998 and IS 1608: 2005, or with special Aluminium connectors as per design requirement. Panels must satisfy Dart drop impact test as per IS 14443-97 shall show no sign of breakage on Polycarbonate sheets which have been exposed to UV for a min. of 500 Hours as per ASTM G 155. Panels shall not have Yellowness Index as per ASTM D 1925 of 15 units when tested on a sample exposed to UV for 500 Hours as per ASTM G 155. U value shall not be more than 1.6 W/m2K as per EN ISO 10077-2:2018. Panel shall be with additional End cap/Aluminium U/F profile/ Glazing Bar for ends as required. Panel shall be fixed over MS structural steel/MS purlin (paid separately) conforming to the detail technical specifications as per approved architectural drawings. Trained and factory authorized labour with supervision to complete the entire panel installation as per drawing & direction of the engineering in charge | item82 | 729.6 | Sqm |
| 83 | 11 | PLUMBING & SANITARY | |||
| 84 | 11.01 | 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 :W.C. pan with ISI marked white solid plastic seat and lid | item84 | 3 | each |
| 85 | 11.02 | 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:White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap | item85 | 4 | each |
| 86 | 11.03 | 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. | item86 | 6 | each |
| 87 | 11.04 | Providing and placing on terrace (at all floor levels) polyethylene 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. | item87 | 2000 | Litre |
| 88 | 11.05 | Providing and fixing square-mouth S.W. gully trap class SP -1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:180x150 mm size P typeWith common burnt clay F.P.S (non modular) bricks of class designation 7.5 | item88 | 10 | each |
| 89 | 11.06 | Constructing brick masonry chamber for underground C.I. inpection chamber and bends with bricks in cement mortar 1:4 ( 1 cement: 4 coarse sand) C.I.cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23kg and weight of frame 15 kg), 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 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 455x610 mm and 45 cm deep for single pipe line:With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | item89 | 2 | each |
| 90 | 11.07 | Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge. | item90 | 3 | no |
| 91 | 11.08 | Providing and fixing PVC, pipes fittings including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 6 Kgf/cm2 - internal work- Exposed on wall | item91 | 50 | metre |
| 92 | 11.09 | Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 40 mm dia 10 Kgf/cm2- Internal work- exposed on wall | item92 | 50 | metre |
| 93 | 11.1 | Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 40 mm dia 6Kgf/cm2 - Internal work - Exposed on wall | item93 | 75 | metre |
| 94 | 11.11 | : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work,including cutting chased and making good the wall etc. 20 mm pipe 12 Kgf/cm2 | item94 | 30 | metre |
| 95 | 11.12 | Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 40 mm pipe 6Kgf/cm2 | item95 | 10 | metre |
| 96 | 11.13 | Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 50 mm pipe 6 kgf/cm2 | item96 | 20 | metre |
| 97 | 11.14 | PVC in trenches - 50 mm | item97 | 100 | metre |
| 98 | 11.15 | Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching and refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 4 Kgf/cm2 | item98 | 150 | metre |
| 99 | 11.16 | Providing and fixing PVC pipes includes joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in CHarge. 110 mm dia 4 Kg/cm2 | item99 | 280 | metre |
| 100 | 11.17 | Providing and fixing PVC pipes includings jointing of pipes with one step pvc solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer in Charge. 150 mm dia 6 Kgf/cm2 | item100 | 10 | metre |
| 101 | 11.18 | Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75 mm dia 45 degree Elbow | item101 | 20 | no |
| 102 | 11.19 | Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Bend | item102 | 15 | no |
| 103 | 11.2 | Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement-110 mm dia Door Elbow | item103 | 20 | no |
| 104 | 11.21 | Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 110 mm dia Bend | item104 | 15 | no |
| 105 | 11.22 | Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes including jointing with PVC solvent cement 110x110x110 mm dia Tee | item105 | 5 | no |
| 106 | 11.23 | : Providing and fixing PVC moulded fittings /accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia Vent cowl | item106 | 5 | no |
| 107 | 11.24 | Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia End Cap | item107 | 4 | no |
| 108 | 12 | LANDSCAPING | |||
| 109 | 12.01 | Supplying and stacking of good earth at site including royalty and carriage upto 5 k.m. lead complete (earth measured in stacks will be reduced by 20% for payment). | item109 | 64.21 | cum |
| 110 | 12.02 | Supplying and stacking sludge at site including royalty and carriage upto 5 k.m. lead complete (sludge measured in stacks will be reduced by 8% for payment). | item110 | 64.21 | cum |
| 111 | 12.03 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 k.m. lead complete (manure measured in stacks will be reduced by 8% for payment) :Screened through sieve of I.S. designation 20 mm | item111 | 32.11 | cum |
| 112 | 12.04 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). | item112 | 160.53 | cum |
| 113 | 12.05 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge | item113 | 160.53 | Nos |
| 114 | 12.06 | supplying and providing Geotextile membrane Supply of 0.30 – 3mm Thk, white colour HDPE geotextile Membrane – and <br><br>Geo Drain ell- Supply of 250mmx 500mmx 30mm Thk RPP Geo drain cell- for providing drain for lawn | item114 | 84.22 | sqm |
| 115 | 12.07 | Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, with sprinkler and maintenance for 30 days or more till the grass established properly as per direction of officer in charge. | item115 | 84.22 | sqm |
| 116 | 12.08 | Providing & Laying Buffallo Grass turf with existing ground prepared with proper level & ramming with tools wooen the surface smoothen and light watering the same with sprinkler and maintenance of 30 days or more till the grass established properly as per the direction of Engineer in charge | item116 | 192.25 | Sqm |
| 117 | 12.09 | Half brick circular tree guard in bricks, internal diameter 1.25 metre and height 1.2 metre above ground and 0.20 m below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1 cement : 6 fine sand) and the intermediate courses being in dry honey comb masonry as per design complete:With common burnt clay F.P.S. (non modular) bricks of class designation 5 | item117 | 10 | tree guard |
| 118 | 12.1 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unsaverieable material?s as per direction of officer in charge (excluding cast of plant & water )Cost of plantation per trees plants (for 100 nos.=427.45/100)\n | item118 | 1692 | each |
| 119 | 12.11 | Providing Circular Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 Nos ( 3 nos horizontal & 4 nos vertical “ U “ shape) M.S. wires of 3.5 mm dia as per design, including required form work, finishing with cement punning on exposed surface, curing for specified period and stacking in required rows & height, all complete as per direction of Officer-in-charge.Top inside dia 30 cm, outer bottom dia 20 cm, total height 30 cm with wall thickness of 25.4 mm | item119 | 5 | pot |
| 120 | 12.12 | Providing Square Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 Nos ( 3 nos horizontal & 4 nos vertical “ U “ shape) M.S. wires of 3.5 mm dia as per design, including required frame work, finishing with cement punning on exposed surface, curing for specified period and stacking in required rows & height, all complete as per direction of Officer-in-chargeTop inner width 35 cm, outer bottom width 25 cm, total height 35 cm and wall thickness 25.4 mm | item120 | 5 | pot |
| 121 | 12.13 | : Filling of the following size empty pots with mixture of good earth & manure in the ratio of 2:1 (Two part of Good earth & one port of manure) and placing them on approprite place i/c carriage of earth, manure and pots up to 50 mtr, as per direction of officer incharge. (The cost of good earth, earthen pots & manure will be paid seperately.)Size of Empty Pots 16cm Top dia, 12cm Bottom Dia & 14cm Perpendicular height | item121 | 10 | Nos |
| 122 | 12.14 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unsaverieable material?s as per direction of officer in charge (excluding cast of plant & water )<br>Cost of plantation per trees plants (for 100 nos.=427.45/100)Bougainvillea | item122 | 500 | Nos |
| 123 | 12.15 | Maintenance of lawns with fine grassing for the first year including watering etc\n | item123 | 226.47 | Sqm |
| 124 | 12.16 | Maintenance of flowering plants and shrubs in central verge from one year\n | item124 | 0.5 | KM |
| 125 | 12.17 | Light weight and compact pump and installed with HDPE/UPVC/GI pipes. \nHead : 12 Meters\nCapacity : 100 to 10 LPM\nRating : 0.70 KW (1 HP)\nVoltage : 160 to 240 V (Single Phase )\n | item125 | 2 | each |
| 126 | 12.18 | Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested : | item126 | 20 | RM |
| 127 | 12.19 | Beyond 6 m and up to 12 m depth | item127 | 20 | Rm |
| 128 | 12.2 | Supplying and fixing C.I. cover without frame for manholes :455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg | item128 | 6 | Nos |
| 129 | 12.21 | supply & Installation of 0.5HP submersible pump including all accessories etc complete | item129 | 1 | Each |
| 130 | 12.22 | supply & Installation of 1 HP submersible pump including all accessories etc complete | item130 | 1 | each |
| 131 | 13 | PLAY EQUIPMENTS | |||
| 132 | 13.01 | SEESAW - TWO SEATER\nSupply and fixing of Two seater seesaw consisting of 2 poles of suitable diameter and thickness which balances the horizontal rod at the enter which is of suitable diameter and thickness. It may consist of 2 seats shall be made of LLDPE virgin plastic of suitable size. Bolts, nuts, screws, washers and etc. used for assembly shall be stainless steel 304 of tamper resistant stainless steel. Exposed hardware shall be covered with ultra violet stabilized plastic safety caps as per EN1176 standards as a safety feature against protruding hardware, aesthetic pleasing against ugly exposed hardware and prevention against vandalism as well.\nAll welding shall guarantee strong and smooth welds eliminating any rag, weld scars and ensure the integrity and strength of the welded areas.\nAll components used shall meet with EN-1176 safety standards. | item132 | 2 | each |
| 133 | 13.02 | SWING\nSupply and fixing of Swing : A Shaped structural posts of minimum height of 2.1m are to be schedule HOT DIP Galvanized steel. The Steel quality shall be BS1387-1985 technical standard BS1387-1985. All metal components are to be finished with a baked on powder coat finish. Powder coatings used shall be Akzo Nobel’s INTERPON POWDER COATING TECHNOLOGY PAINTS or equivalent. The finished products shall have suitable thickness, required Flexibility, Impact & Corrosion Resistance, Hardness, and Adhesion. All post caps are to be cast from aluminum which is pretreated, cured and sandblasted, with a baked on powder coat finish using AkzoNobel INTERPON paints or equivalent. The poles are welded on to a base plate made from steel with minimum 114mm inner diameter. Specialized connectors such as clamps and couplings casted from aluminum alloy which is pretreated, cured and sandblasted and finished with a baked on powder coat finish are used to connect the various components of the playground. Toprail shall be at a minimum height of 2.0 m and suitable Dia, fabricated from 114 O.D. galvanized steel pipes with a baked on powder coating finish. Plastic Components such as swing seats shall be made of LLDPE virgin plastic of suitable size with minimum thickness of 6 - 8mm. Bolts, nuts, screws, washers and etc used for assembly shall be stainless steel 304 of tamper resistant stainless steel. Exposed hardware shall be covered with ultra violet stabilized plastic safety caps as per EN1176 standards as a safety feature against protruding hardware, aesthetic pleasing against ugly exposed hardware and prevention against vandalism as well.\nAll welding shall guarantee strong and smooth welds eliminating any rag, weld scars and ensure the integrity and strength of the welded areas.\nAll components used shall meet with EN-1176 safety standards. | item133 | 4 | each |
| 134 | 13.03 | MULTI PLAY EQUIPMENT\nUpright structural posts of maximum height 3.0 m & 2.4 m are to be schedule HOT DIP Galvanized steel. The Steel quality is BS1387-1985 technical standard BS1387-1985. All metal components are to be finished with a baked on powder coat finish using Akzo Nobel’s interpon powder coating or equivalent.All post caps are to be cast from aluminum which is pretreated, cured and sandblasted, suitable diameter and powder coated.The poles shall be welded on to a base plate made from steel with minimum 114mm inner diameter. Specialized connectors such as clamps and couplings casted from aluminum alloy which is pretreated, cured and sandblasted and finished with a baked on powder coat finish shall be used. Deck shall be stable and of minimum 1.45m x 1.45m size and Staircase shall be fabricated from steel. Decks shall be pressed, punched, and welded sand blasted and vinyl plastic coated to a suitable thickness. Exposed hardware shall be covered with ultra violet stabilized plastic safety caps as per EN1176 standards as a safety feature against protruding hardware, aesthetic pleasing against ugly exposed hardware and prevention against vandalism as well. All platforms at height and steps shall have handrails of minimum 1m height with not more than 10 cms gap between its vertical members. Components preferred are : Spiral Slide, Double Slide, Tube Slide, Wavey slide, Monkey Bar, Curved Monkey Bar, Monkey loop, Zipline, Spring climber etc. (All of suitable dimensions).\nAll welding shall guarantee strong and smooth welds eliminating any rag, weld scars and ensure the integrity and strength of the welded areas.\nAll components used shall meet with EN-1176 safety standards. | item134 | 1 | each |
| 135 | 13.04 | MONKEY BARS\nUpright structural support posts of height 1.80 m are to be schedule Galvanized steel. All the posts are to be finished with a baked on powder coat finish. Powder coatings must have a tough finish with maximum durability. Finished products shall have the following typical characteristics: minimum 0.5mm thickness, Flexibility, Impact & Corrosion Resistance, Hardness, and Adhesion. Specialized connectors such as clamps and couplings are to be cast from aluminium which is pre treated, and cured, with a baked on powder coat finish. Handrail of minimum size 0.8 m and Dia 30 mm shall be an all-patent welded unit, fabricated galvanized steel pipes with a baked on powder coating finish. Bolts, nuts, screws, washers and etc used for assembly shall be stainless steel 304 grade and shall be of tamper resistant stainless steel. Exposed hardware shall be covered with ultra violet stabilized plastic safety caps as a safety feature against protruding hardware, aesthetic pleasing against ugly exposed hardware and prevention against vandalism as well. \nAll welding shall guarantee strong and smooth welds eliminating any rag, weld scars and ensure the integrity and strength of the welded areas.\nAll components used shall meet with EN-1176 safety standards. | item135 | 1 | each |
| 136 | 13.05 | ACTION STATION\nUpright structural posts of maximum height 3 m to be schedule HOT DIPPED Galvanized steel. The Steel quality shall be BS1387-1985 technical standard BS1387-1985. All metal components are to be finished with a baked on powder coat finish. Powder coatings used shall be Akzo Nobel’s INTERPON POWDER COATING TECHNOLOGY PAINTS or equivalent. All the finished products shall have the following typical characteristics: minimum 0.5mm thickness, required Flexibility, Impact & Corrosion Resistance, Hardness, and Adhesion. All post caps are to be cast from aluminum which is pretreated, cured and sandblasted with a baked on powder coat finish. The poles are to be welded on to a base plate made from steel with minimum 114mm inner diameter. Specialized connectors such as clamps and couplings casted from aluminum alloy which is pretreated, cured and sandblasted and finished with a baked on powder coat finish.\nThe rope climber shall consist of minimum 7 X 3 numbers of ropes connected to 2 poles with the help of horizontal rods. The curved horizontal ladder made of galvanized steel consis of minimum 6 horizontal bars which are perpendicularly connected to other horizontal bars. This whole set shall be connected to 4 poles with the help of 2 galvanized steel bars of required size and. The thickness of the horizontal bars used as steps shall be minimum 38 mm size. The Snake climber shall be connected to the top poles with the help of horizontal rods that are connected to 1 pole of suitable length thickness. The horizontal bar swing shall be made of galvanized steel which is connected to another horizontal bar of length. The log roller, Panels, Plastic Components shall be rotationally molded from antistatic, copolymer, virgin linear low density UV stabilized polyethylene. All rotational molding shall have guaranteed uniform wall thickness, seamless joints, accurate process control. Bolts, nuts, screws, washers and etc used for assembly shall be stainless steel 304 of tamper resistant stainless steel. Exposed hardware shall be covered with ultra violet stabilized plastic safety caps as per EN1176 standards as a safety feature against protruding hardware, aesthetic pleasing against ugly exposed hardware and prevention against vandalism as well. \nAll welding shall guarantee strong and smooth welds eliminating any rag, weld scars and ensure the integrity and strength of the welded areas.\nAll components used shall meet with EN-1176 safety standards. | item136 | 1 | each |
| 137 | 13.06 | WAIST TWISTER\nSupply & fixing of Waist Twister : All products must tested and certified to meet EN16630 safety standards with GS test mark. The EN16630 certificates must be issued by a reputed notified International Certifying Body such as IPEMA, TUV, CPSC, or SGS only. The GS mark-EN 16630 certificates must be in the name of the supplier by themselves or through their authorised dealers or contractors.\nAll Tubular steel shall be minimum 2.5mm thickness, galvanised and zinc dipped. All metal parts shall be powder coated using AKZO Nobel - Great Wall Powder to the thickness of 80 - 120 microns or equivalent. Bearings : Maintenance-free ball bearings. Equipment which have sway and moving parts, must have built in safety limiters that prevent unwanted and excessive movement, which can cause injuries. The limiters must be in accordance with EN16630 safety norms.\nAll welding shall guarantee strong and smooth welds eliminating any rag, weld scars and ensure the integrity and strength of the welded areas. | item137 | 2 | each |
| 138 | 13.07 | HEALTH WALKER\nSupply & fixing Double Health Walker (Capacity 2 person) : All products must tested and certified to meet EN16630 safety standards with GS test mark. The EN16630 certificates must be issued by a reputed notified International Certifying Body such as IPEMA, TUV, CPSC, or SGS only. The GS mark-EN 16630 certificates must be in the name of the supplier by themselves or through their authorised dealers or contractors. \nAll Tubular steel shall be minimum 2.5mm thickness are galvanised and zinc dipped. All metal parts are powder coated using AKZO Nobel - Great Wall Powder to the thickness of 80 - 120 microns or equivalent. Bearings : Maintenance-free ball bearings. Equipment which have sway and moving parts, must have built in safety limiters that prevent unwanted and excessive movement, which can cause injuries. The limiters must be in accordance with EN16630 safety norms.\nAll welding shall guarantee strong and smooth welds eliminating any rag, weld scars and ensure the integrity and strength of the welded areas. | item138 | 1 | each |
| 139 | 14 | MISCELLANEOUS WORKS | |||
| 140 | 14.01 | Supply and Laying on HDPE Pipes for Crossing | item140 | 150 | Rm |
| 141 | 14.02 | Supplying and fixing C.I. cover without frame for manholes - 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg | item141 | 10 | Each |
| 142 | 14.03 | Supplying and fixing C.I. cover without frame for manholes - 560 mm diameter C.I. cover (heavy duty) the weight of the\ncover to be not less than 108 kg | item142 | 5 | Each |
| 143 | 14.04 | Engaging Mason - 1st Class | item143 | 50 | Each |
| 144 | 14.05 | Engaging Collie | item144 | 288 | Each |
| 145 | 15 | MAINTENANCE | |||
| 146 | 15.01 | 1st Year Maintenance of the entrire scope of work covered in the Project including daily upkeep of the Kunnara Park as per Clause 3.5 of Section VII Works Requirement | item146 | 1 | LS |
| 147 | 15.02 | 2nd Year Maintenance of the entrire scope of work covered in the Project including daily upkeep of the Kunnara Park as per Clause 3.5 of Section VII Works Requirement | item147 | 1 | LS |
| 148 | 15.03 | 3rd Year Maintenance of the entrire scope of work covered in the Project including daily upkeep of the Kunnara Park as per Clause 3.5 of Section VII Works Requirement | item148 | 1 | LS |
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