Kochi Metro Rail Limited has published Kunnara Park Redevelopment And Its Connectivity To Thykoodam Metro Station As Part Of Nmt Initiative Of Kochi Metro. Submission Date for this Tender is 12-11-2020. Gardening Tenders in Kochi Kerala. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 27-Oct-2020 | Corrigendum 1 | Date | 12-11-2020 |
| Name of Work: Kunnara Park Redevelopment, Its Connectivity To Thykoodam Metro 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 | 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. | item2 | 15 | each |
| 4 | 1.03 | 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 | item3 | 20 | Cum |
| 5 | 1.04 | 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 | item4 | 25 | Cum |
| 6 | 1.05 | 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) | item5 | 25 | 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 | 100 | Sqm |
| 8 | 1.07 | 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). | item7 | 200 | Sqm |
| 9 | 1.08 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or\nwaste material by mechanical transport including loading, transporting, unloading\nto approved municipal dumping ground for lead upto 10 km for all lifts, complete as\nper directions of Engineer-in-charge | item8 | 2437 | Cum |
| 10 | 2 | EARTH WORKS | |||
| 11 | 2.01 | 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 | item9 | 279.12 | Cum |
| 12 | 2.02 | 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. | item10 | 230.34 | Cum |
| 13 | 2.03 | 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 | item11 | 455.85 | Cum |
| 14 | 2.04 | 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 | item12 | 88.2 | Cum |
| 15 | 2.05 | 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 | item13 | 536.2 | Cum |
| 16 | 3 | MASONRY WORKS | |||
| 17 | 3.01 | 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) | item15 | 147.54 | Cum |
| 18 | 3.02 | 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. | item16 | 128.01 | Cum |
| 19 | 3.03 | 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 | item17 | 8.05 | Cum |
| 20 | 4 | CONCRETE WORKS | |||
| 21 | 4.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level - 1:4:8 (1 Cement: 4 coarse sand (zone-III) : 8graded stone aggregate 40 mm nominal size) | item19 | 61.87 | Cum |
| 22 | 4.02 | Centering and shuttering including strutting, propping etc. and removal of form work for:\nFoundations, footings, bases for columns | item20 | 50 | sqm |
| 23 | 4.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate20 mm nominal size) | item21 | 92 | cum |
| 24 | 4.04 | 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 | item22 | 53.74 | cum |
| 25 | 4.05 | 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) | item23 | 2.12 | cum |
| 26 | 4.06 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | item24 | 528.14 | sqm |
| 27 | 5 | STEEL WORKS | |||
| 28 | 5.01 | 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 | item27 | 6022.49 | kilogram |
| 29 | 5.02 | 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 | item28 | 1000 | kg |
| 30 | 5.03 | 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.) | item29 | 1350 | Kg |
| 31 | 5.04 | 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. | item30 | 10200 | kg |
| 32 | 5.05 | Supplying and roofing with PVC coated polyester fabric using SS connectors as per design and shape 782GSM Ferrari/Miller make premium quality. | item31 | 176 | sqm |
| 33 | 6 | FINISHING WORKS | |||
| 34 | 6.01 | 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | item33 | 396.375 | sqm |
| 35 | 6.03 | Neat cement punning | item35 | 396.375 | sqm |
| 36 | 6.04 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. | item36 | 3000 | kg |
| 37 | 6.06 | 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: | item38 | 264 | sqm |
| 38 | 6.07 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | item39 | 264 | sqm |
| 39 | 6.08 | Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) | item40 | 12 | sqm |
| 40 | 6.09 | 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) | item41 | 396.375 | sqm |
| 41 | 6.1 | 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 | item42 | 3400 | sqm |
| 42 | 6.11 | 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 | item43 | 15 | each |
| 43 | 6.12 | Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | item44 | 100 | sqm |
| 44 | 7 | FLOORING WORKS | |||
| 45 | 7.01 | 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. | item46 | 66 | sqm |
| 46 | 7.02 | 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 | item47 | 6.27 | sqm |
| 47 | 7.03 | 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 | item48 | 15 | meter |
| 48 | 7.04 | : 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. 8mm thickGranite of any colour and shade | item49 | 35 | sqm |
| 49 | 7.05 | 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. | item50 | 2 | sqm |
| 50 | 7.06 | 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 | item51 | 720 | sqm |
| 51 | 7.07 | 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 | item52 | 1493.3 | sqm |
| 52 | 7.08 | 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 | item53 | 33 | sqm |
| 53 | 7.09 | 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 ) | item54 | 28 | Nos |
| 54 | 7.1 | 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 | item55 | 284 | RM |
| 55 | 7.11 | 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. | item56 | 50 | Sqm |
| 56 | 7.12 | Providing and fixing of 10mm thick black bunching natural stone for cladding and similar locations, of size 30x10cm, 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 | 232.575 | Sqm |
| 57 | 8 | LANDSCAPING | |||
| 58 | 8.01 | 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). | item60 | 40.213 | cum |
| 59 | 8.02 | 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). | item61 | 40.213 | cum |
| 60 | 8.03 | 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 | item62 | 20.106 | cum |
| 61 | 8.04 | 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). | item63 | 100.53 | cum |
| 62 | 8.05 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge | item64 | 100.53 | Nos |
| 63 | 8.06 | 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 | item65 | 84.22 | sqm |
| 64 | 8.07 | 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. | item66 | 84.22 | sqm |
| 65 | 8.08 | 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 | item67 | 142.25 | Sqm |
| 66 | 8.09 | 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 | item68 | 10 | tree guard |
| 67 | 8.1 | 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 | item69 | 108 | each |
| 68 | 8.11 | 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 | item70 | 5 | pot |
| 69 | 8.12 | 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 | item71 | 5 | pot |
| 70 | 8.13 | : 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 | item72 | 10 | Nos |
| 71 | 8.14 | 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 | item73 | 500 | Nos |
| 72 | 8.15 | Maintenance of lawns with fine grassing including watering etc during DLP\n | item74 | 226.47 | Sqm |
| 73 | 8.16 | Maintenance of flowering plants and shrubs in central verge during DLP\n | item75 | 0.5 | KM |
| 74 | 8.17 | 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. | item76 | 2000 | Litter |
| 75 | 8.18 | 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 | item77 | 50 | Meter |
| 76 | 8.19 | 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 | item78 | 50 | meter |
| 77 | 8.2 | 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 | item79 | 75 | meter |
| 78 | 8.21 | : 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 | item80 | 30 | Meter |
| 79 | 8.22 | 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 | item81 | 10 | meter |
| 80 | 8.23 | 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 | item82 | 20 | Meter |
| 81 | 8.24 | PVC in trenches - 50mm | item83 | 100 | Meter |
| 82 | 8.25 | 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 | item84 | 150 | Meter |
| 83 | 8.26 | 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 | item85 | 280 | Meter |
| 84 | 8.27 | 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 | item86 | 10 | meter |
| 85 | 8.28 | Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75 mm dia 45 degree Elbow | item87 | 20 | Nos |
| 86 | 8.29 | Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia End Cap | item88 | 4 | Nos |
| 87 | 8.3 | 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 | item89 | 10 | each |
| 88 | 8.31 | 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 | item90 | 2 | each |
| 89 | 8.32 | 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 | item91 | 2 | each |
| 90 | 8.33 | 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 :Beyond 6 m and up to 12 m depth | item92 | 20 | RM |
| 91 | 8.34 | 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 | item93 | 6 | Nos |
| 92 | 8.35 | Supply & Installation of 0.5HP submersible pump incluing all accessories etc complete | item94 | 1 | each |
| 93 | 8.36 | Supply & Installation of 1HP submersible pump incluing all accessories etc complete | item95 | 1 | each |
| 94 | 9 | PLAY EQUIPMENTS | |||
| 95 | 9.01 | Providing and fixing in position Multi Activity Play Sytem of Kochi play/Arihant or equivalent make including excavation of 0.45 x 0.45 x 0.45 m size pit and fixing the each supporting leg / anchoring arm of playing grade concrete block of 0.45 x 0.45 x 0.45 m size including curing etcinstrument in 1:11/2:3 complete.(maximum height 3m for structural posts, components include-tube slide , monkey bar double slide spring climb bar etc.., design to be submitted before execution) | item97 | 2 | each |
| 96 | 9.02 | Providing and fixing in position Roto Spiral Slide 5' of Kochi play/Arihant or equinalent make including excavation of 0.45 x 0.45 x 0.45 m size pit and fixing the each supporting leg / anchoring arm of playing grade concrete block of 0.45 x 0.45 x 0.45 m size including curing etc.instrument in 1:11/2:3 complete. | item98 | 2 | each |
| 97 | 9.03 | Providing and fixing in position Circular Swing of Kochi Play/Arihant or equivalent make including excavation of 0.45 x 0.45 x 0.45 m size pit and fixing the each supporting leg / anchoring arm of playing instrument in 1:11/2:3 grade concrete block of 0.45 x 0.45 x 0.45 m size including curing etc. complete. | item99 | 4 | each |
| 98 | 9.04 | Additional provision for the execution of multipurpose play equipments that are not covered in the BoQ,as per the direction of Engineer in Charge Note:The payments will be made against actuals/market price on submission of original invoice/documents. The Contractor is eligible for a maximum of 20% CPOH over and above actuals;whereas the decision of the engineer in charge on this account shall be final and binding.(NB:Bidders shall Quote Rs10 Lakhs Only) | item100 | 1 | LS |
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