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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 08-01-2024 | Changee in Date and correction | Date | 24-01-2024 |
| 2 | 01-01-2024 | Changes in Datte and correction | Date | 08-01-2024 |
| 3 | 21-12-2023 | Change in Date and time | Date | 01-01-2024 |
| 4 | 12-12-2023 | Change in Date and correction | Date | 22-12-2023 |
| 5 | 05-12-2023 | Change in Date and Correction | Date | 12-12-2023 |
| Sl. No. | Item Description |
| 1 | A - EARTH WORKSExcavation in foundation in ordinary soil (Loam, Clay or Sand) lncluding lift upto 1.50 m and lead upto 3Om and including filling watering and ramming of excavated eafth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer lncharge upto a distance of 30m from the foundation trenches. Mannual (Small work) |
| 2 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 3 | Sand filling in plinth including supply of necessary quantity of local sand from a distance not exceeding B Kms from the site of work and including watering dressing etc. required for proper completion of work |
| 4 | Cleaning Jungles including uprooting of trunk vegetation grass, bushes, wood trees and sapling of girth upto 30cm measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50 meters out side the periphery of area cleared. |
| 5 | B - CONCRETE AND REINFORCED CEMENT CONCRETE WORKSProviding and laying cement concrete in 1:4:8 (1 Cement:4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, lncluding cost of form work. in Foundation and floors. |
| 6 | Providing and laying cement concrete in 1:3:6 (1 Cement: 3 coarse sand :6 gladed stone aggregate 40mm nominal size) and curing complete, lncluding cost of form work in Foundation and floors. |
| 7 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). |
| 8 | Providing & applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7k9 per square metre on damp proof course after cleaning the surface with brushes and finally with piece of cloth lightly soaked in kerosene oil. |
| 9 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top to give smooth finish and proper grade. |
| 10 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying including the cost of centering, shuttering, finishing and but excluding reinforcement, including admixtures in ecommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level |
| 11 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying including the cost of centering, shuttering, finishing and but excluding reinforcement, including admixtures in ecommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). All works above plinth level |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth and above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 13 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. |
| 14 | C - BRICK WORKSClass-150 (Non Modular) brick work in 1:6 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 15 | Add extra to ltem No. 1 to 4 above for super structure above plinth level upto floor five level including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than12cm. |
| 16 | Add extra to ltem No. 1 to 4 above for super structure above plinth level upto floor five level including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall 12cm and less. |
| 17 | Extra for provicling and placing in position 2 Nos 6mm dia. N{.S. bars at every third course of half brick masonry. including cost of steel |
| 18 | D - STEEL WORKSSteel work welded in built up sections/ framed work, includjng cutting, hoisting,fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. ln gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 19 | Providing and fixing pressed steel door frames conforming to lS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pretreatment of the surface as directed by Engineer-in-charge: Profile B, Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). |
| 20 | MS Frame: Supply, fabrication of MS frame consisting of M.S. pipes, base plates & normal anchors. The frame shall be welded and grinded to smooth finish as per drawing. 1-Painting- The MS frame shall be cleaned of girt/grim andoil/grease deposit. The frame shall be sand papered to remove rust. The frame shall be painted with PU primer tofinish. After primer the frame, NC putty shall be applied over the frame and it will be wet sand papered to a smooth glossy finish. The ready surface will be painted 2 coats of PU paint 2 -Fabric: Providing & fixing of Fabric- Fabric Ferrari 902 over frame includingwire rope and plates. The fabric will be welded to shape and pattern. The joint shall have weld width of 40mm.The joint will have a homogeneous welded of 40 mm The fabric shall be installed, tensioned using atensioning device and shall not sag at any point. the fabricwill be fixed on the frame with fixing accessories like aluminium section with powder coated top covers, self drilling screws. |
| 21 | E - WOODEN AND ALUMINIUM WORKSPro/iding and fxing lSl marked flush door shutters conforming lo lS : 2202 (Part l) decorative type, core of block board construction with frame of \"1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.including lsl marked Stainless Steel butt hinges with necessary screws. (Excluding cost of Flttings) (A) 35 mm thick |
| 22 | Same is ltme No-1 & Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). |
| 23 | Providing & Fixing 1.00mm thick decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse sjde of adhesive bonding quantity conforming to lS : 2046 Type S, including cost of adhesive of approved quality. |
| 24 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to lS: 733 and lS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber / neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever requlred including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 25 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5.5 mm thickness |
| 26 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm |
| 27 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 100 mm |
| 28 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Single rubber stopper |
| 29 | Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete. |
| 30 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000mm), with double speed adjustment with necessary accessories and screws etc. complete. |
| 31 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 300x10 mm |
| 32 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 150x10 mm |
| 33 | F - FLOORING AND CLADDING WORKSProviding and laying Polished Granite jet Black stone flooring in required design and patterns, in linear as well as curvilinear 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. |
| 34 | Providing and laying 25mm Kota Stone flooring over 20mm thick base of cement mortor 1:4 (1 cement : 4 coarse sand) laid over jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete. |
| 35 | 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. |
| 36 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. Red sand stone |
| 37 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. |
| 38 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of avetage 12 mm thick cement mortar 1:3 (1 cement i 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face flne dressed with rough backing. 30 mm thick |
| 39 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of avetage 12 mm thick cement mortar 1:3 (1 cement i 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : White sand stone - exposed face flne dressed with rough backing. 30 mm thick |
| 40 | Providing and fixing stainless steel cramps of required size and shape for anchoting stone wall lining to the backing or securing adjacent stones in stone wall lining in cemenl mortar \"1:2 (1 cement : 2 coarse sand), including making the necessary chases ln stone and holes in walls wherever required. |
| 41 | Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. |
| 42 | Providing and fixing Glass mossaic tiles on finished plain wall and floor surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge: |
| 43 | G - ROOFING WORKSProviding gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase |
| 44 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 45 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conformingto IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“Allabove operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 46 | H - PLASTER AND PAINTING WORKS12mm Cement plaster with cement mortar in proportion of 1:6 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding Bomm. ln girth and finished even and smooth. |
| 47 | 20mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding Bomm. in girth and finished even and smooth. |
| 48 | 6mm Celling plaster 1:3 (1 cement : 3 fine sand) cement & fine sand in F.M. not less than 1.25, 1:3 including chiping of RCC surface before ceiling plaster. The cost of including all material, labour T&P and scafolding etc. complete |
| 49 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer including cost of all materials, labour T&P etc required for proper completion ofwork. |
| 50 | Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @ 328 ll lo sqm) over and including priming coat of exterior primer applied @ 2.20k9/10 sqm supply of all labour material and T&P required for proper completion of work. |
| 51 | Painting with synthetic ename paint of approved brand and manufacture to give an even shade Two or more coats on new work includlng cost of all materials, labour T&P etc. required for proper completion of work Wood and steel |
| 52 | 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. supply of all labour material and T&P required for proper completion of work. |
| 53 | I -ROAD WORKSConstruction 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 Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 54 | Cast-ln-Situ Cement Concreto M 20 Kerb Construction of cement concrete kerb with top and bottom width 1\"15 and 165mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete tad manually, alt complete as per Clause 408. |
| 55 | Providing and laying tactile tile (for vision impaired persons as per standards) 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 on 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. |
| 56 | Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge. |
| 57 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorislng Glass Beads on Bituminous Surface. Providing and laying of hot applied lhermoplastic compound 2.5 mm thick lncluding reflectorising glass beads 0? 250 grns per sqm area, thickness of 2.5mm is excluslve of surface applied glass beads as per lRCi35-20\"15 The flnished surface to be level. un form and free from slreaks and holes. |
| 58 | Supply & Laying of I shaped (Zigzag) precast lnterlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50k9) lncluding 0.30mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. 60 mm (Rubber molded Grey) |
| 59 | J - WATERPROOFING WORKSProviding and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.59.1 (i) For vertical surface two coats @ 0.70 kg per sqm |
| 60 | For horizontal surface one coat @1.10 kg per sqm |
| 61 | K - HORTICULTURE AND LAND SCAPINGSupplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment). |
| 62 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km complete (manure measured in stacks will be reduced by 8% for payment) :61.1 (i) Screened through sieve of I.S. designation 16 mm |
| 63 | Screened through sieve of I.S. designation 4.75 mm |
| 64 | Fine dressing of the ground. |
| 65 | 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). |
| 66 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 67 | Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and earth shall be paid for separately).(i) With grass Turf |
| 68 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :66.1 (i) Holes 60 cm dia, and 60 cm deep |
| 69 | Holes 45 cm dia, and 45 cm deep. |
| 70 | Providing and fixing M. S. tree guard 45 cm square in plan, height 1.20 metre above ground level and 0.40 metre below ground level. The vertical members shall consist of four nos. angle iron of size 25x25x3 mm, 1.6 m long, one at each corner and 8 nos flat iron of size 25x3 mm, 1.2 m long. The vertical members shall be welded to 4 nos. 25x6 mm M. S. flats placed horizontally around the vertical member of the cage. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD/ PWD/ any other approved name. The tree guard shall be fixed to the ground by making suitable holes and by embedding four corners leg in the ground, including refilling the earth, compaction etc. complete. The tree guard shall be painted with two or more coats of synthetic enamel paint of approved brand and manufacture over a coat of primer, complete in all respect. |
| 71 | Providing and fixing Neelgiri/Mexican grass turf with earthy 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light, watering with sprinkler and maintenance for 30 days or more till the grass establish properly as per direction of officer incharge. |
| 72 | Supplying & Stacking of Selection No.1 doob grass turf at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of the officer in charge. |
| 73 | Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hedge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter , removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide , Pesticide will be provided by the Department & lawn mover and brush cutter with fuel , other T & P material/articles shall be provided by the contractor.)(i) Play grounds / Public parks (as per yard stick 1Mali =2.00Acre). |
| 74 | Providing & fixing of White River (Stone) Pables size of 2\" to 2.50\" dia in natural colour at site of work including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge. |
| 75 | Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge. |
| 76 | Ornamental & Flowering Trees73.1 Bombax Malabaricum/Semul- Specimen Ht 15\"/Girth 16\" |
| 77 | Callistemon Citrinus - Bottle Brush - Speci. Ht 12\"Girth 6\" |
| 78 | Cassia Fistula - Amaltas - Specimen Ht 12\" Girth 8\" |
| 79 | Delonix regia -Gulmohar - Specimen Ht 12\"+ Girth 8\" |
| 80 | Jacaranda mimosifoliaSpecimen Ht 12\" Girth 8\" |
| 81 | Plumeria rubra - Speci. Ht 8\" Girth 8\" |
| 82 | Tabebuia Palmeri - Specimen Ht 12\" Girth 8\" |
| 83 | Topiary &Balls & Conifers74.1 Providing and Displaying Ficus Retusa Topairy well developed with fresh & healthy 5 to 6 big ball specific size and shape 180 to 210cm ht in 40 cm Cement Pot as per direction of the officer-in-charge. |
| 84 | Providing and Displaying Ficus Nuda Topairy well developed with fresh & healthy 5 to 6 big ball specific size and shape 180to 210cm ht in 40 cm Cement Pot as per direction of the officer-in-charge. |
| 85 | Providing and Displaying Ficus Long Island Topairy well developed with fresh & healthy 5 to 6 ball specific size and shape 120 to 150 cm ht in 40 cm Cement Pot as per direction of the officer-in-charge. |
| 86 | Providing and Displaying Topairy plant of Ficus Panda well developed with fresh & healthy foliage with 3 to 4 Ball and 60 to 75 cm spread each Ball, 135 to 150 cm ht., in 35 cm Cement Tray /Cement Pot as per direction of the officer-in-charge. |
| 87 | Bougainvillea Single Stem - Ball Specimen Ht 3\"/Dia 3\" |
| 88 | Palms & Cycads And Bamboo 75.1 Phoenix Sylvesteris - Specimen Stem Ht 8\"/ Girth 40\" |
| 89 | Washingtonia Filifera - SpecimenStem Ht 15\"/Girth 50\" |
| 90 | Wodetia Bifurcata - SpecimenStem HT 12\"/ Girth 25\" |
| 91 | SHRUBS76.1 Providing and stacking of Calliandra, emarginata of height 45-60 cm. in earthen pot of size 20 cm as per direction of the officer-in-charge. |
| 92 | Providing and stacking of Cestrum nocturnum (Raat ki Rani) of height 60-75 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge. |
| 93 | Providing and stacking of Hamelia patens of height 60-75 cm. with 6-8 branches in poly bags of size 25 cm as per direction of the officer-in-charge. |
| 94 | Providing and stacking of Hibiscus variegated of height 60-75 cm. with healthy variegated foliage in earthen pots size 25 cm as per direction of the officer-in-charge. |
| 95 | Providing and stacking of Hibiscus rosasinensis of height 90-105 cm., bushy in big size HDPE bag as per direction of the officer-in-charge. |
| 96 | Providing and stacking of plant Motia of height 25 to 30 cm., 2 to 3 branch in earthen pots of size 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. |
| 97 | Providing and stacking of Jatropha multifida (red colour) of height 60-75cm. multibranched in p.bag of size 25 cm as per direction of the officer-in-charge. |
| 98 | Providing and stacking of Plumbego capensis well developed with fresh and healthy 30 to 45 cm ht., with bloom in 20 cm Earthen Pot/Plastic Pot as per direction of the officer-in-charge. |
| 99 | Providing and stacking of Tabernaemontana coronaria (Chandni single) of height 75-90 cm. with 5-6 branches in bag of size 25 cm as per direction of the officer-in-charge. |
| 100 | Providing and stacking of Tecoma gaudichaudi of height 90-105 cm.,bushy in big size HDPE bag as per direction of the officer-in-charge. |
| 101 | CREEPER PLANTS77.1 Providing and stacking of Bignonia venusta (Golden shower) of height 30cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. |
| 102 | Providing and stacking Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. |
| 103 | Providing and stacking Clerodendrum splendens of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge |
| 104 | GROUND COVERS PLANTS78.1 Providing and stacking of Asparagus marrie, well developed 15 to 20 leaves, full of branches and foliage in 25 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-incharge. |
| 105 | Providing and stacking of Asparagus sprengeri of height 15 cm to 20 cm, full of leafy branches in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.. |
| 106 | Providing and stacking of Aspidistra, having 10 to 15 leaves well developed with fresh & healthy in 25 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge. |
| 107 | Providing and stacking of of Chlorophytum-variegated, full of leafy suckers in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge. |
| 108 | Providing and stacking of Portulacaria afra (Jade) with 5 to 6 branches in 20 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge. |
| 109 | Raven Grass - Green/Variegata& OrVerbena mix colurPP |
| 110 | Rhoeo Spathacea Compacta |
| 111 | Lantana Sellowiana PP |
| 112 | Succluents, Bulbs & Rizome 79.1 AgaveMix Varieties30 CM Ht |
| 113 | Aloe VeraMix Varieties 30 CM Ht |
| 114 | Providing and stacking of Alpinia Variegated (three in one) having ht. 30 cm and above, with fresh and healthy variegated foliage in 25 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge. |
| 115 | Providing and stacking of Euphorbia pulcherrima (dark red double bracts) well branched of height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. |
| 116 | Providing and Displaying Furcaria Variegated hybrid well developed with fresh & healthy foliage 20 and above attractive leaves in 35 cm Cement Pot as per direction of the officer-incharge. |
| 117 | Hippestriums / Crinium/ Hymenocallys - Mix Bulb Varities |
| 118 | Zeppranthus 4 Color |
| 119 | Reeds & Grasses and Aquatic Plants80.1 Chrysopogon Zizanioides - Vetiver Grass |
| 120 | Cymbopogon Citratus - Lemon Grass |
| 121 | Pennisetum Foxtrot - Fountain Grass |
| 122 | Pennisetum Setaceum - Red Switch Grass |
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