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| 1 | Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : All kinds of soil |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. |
| 3 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 4 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material. |
| 5 | Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20% |
| 6 | Diluting and injecting by hand operated pressure pumps chemical Emulsion timber ground treatment [TCGT] in ratio 1: 2 as per manufacturers specification for POST CONSTRUCTIONAL Antitermite treatment (as per IS 6313) part - III 1971 as amended from time to time) (excluding the cost of chemical emulsion): |
| 7 | Along external wall where the apron is not provided usingchemical emulsion @ 7.5 litres / sqm of the vertical surface ofthe substructure to a depth of 300mm including excavationchannel along the wall & rodding etc. complete : WithChlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 8 | Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150mm centre to centre and sealing the same. With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 9 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. |
| 10 | M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 11 | Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering |
| 12 | M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 13 | Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification |
| 14 | 75mm thick |
| 15 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design MixCum |
| 16 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix |
| 17 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix |
| 18 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 19 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : |
| 20 | Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills,chhajjas,lintel,beam, plinth beam etc |
| 21 | Columns, pillars, posts and struts etc |
| 22 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (\"Original producers\" who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) |
| 23 | Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 24 | Labour charges for cutting, bending for fabrication and binding reinforcement (plain or tor/ribbed/TMT steel) as per drawing and design for R.C.C. and R.B. work including cost of binding wire with all lead and lift up to floor five level complete |
| 25 | Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks |
| 26 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 27 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : |
| 28 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 29 | Wall lining butch work upto 10m height with Red/ Pink Sand stone 20 to 30 mm thick (machine cut edges) stone strips of minimum length 300 mm and required width including embedding every tenth layer and bottom most layer in masonry or concrte after making necessary chases of size 75x75 mm and by providing layer of 75 mm thick strips i/c 12 mm thick bed of cement mortar 1 : 3 (1 cement : 3 Coarse sand) i/c ruled pointing in cement mortar 1 :2 ( 1 white cement : 2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer in Charge. |
| 30 | Exposed face rough dressed |
| 31 | Fine dressed stone flooring over 20 mm (average) thick baseof cement mortar 1:4 ( 1cement : 4 coarse sand) with jointsfinished flush. Red Sand stone size not less than 1350 Cm2, |
| 32 | 40 mm |
| 33 | Fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:4 ( 1cement : 4 coarse sand) with joints finished flush. White Sand stone size not less than 1350 Cm2 |
| 34 | 40 mm |
| 35 | Providing and fixing Marble stone flooring table rubbed, 1518 mm thick over 20mm (Av.) thick base of CM 1:4 (1 cement : 4 coarse sand) jointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. |
| 36 | Makrana \"Adanga\" |
| 37 | Upto to 1500 Cm2 Tiles |
| 38 | Providing & fixing door, window, chowkhats and other frames, including antitermite treatment, M.S. flat, hold fasts of size 250 x 40 x 3mm fixed with M.S. bolt 5mm dia 50mm long duly embedded in cement concrete M-15 grade : |
| 39 | Sheesham wood Grade - I. |
| 40 | Providing and fixing fully panelled/partly panelled/ double leaf shutter frames for doors as per approved design and drawings with approved ordinary C.P./ oxidised steel fittings as per Annexure - \"A\" and width of styles & top rails of 100mm and lock rails width of 150mm and bottom rails of 200mm width including teak wood beading of size 19mm x 12mm on both faces complete : |
| 41 | 35mm thick |
| 42 | Shesham wood grade I |
| 43 | Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled and glazed shutter 25 mm to 40 mm thick |
| 44 | 6 mm thick glass |
| 45 | Providing and fixing expandable fastners of specified size with necessary plastic sleeves and galvanised M.S. screws including drilling holes in masonry work /CC/R.C.C. and making good etc. complete |
| 46 | 50 mm long |
| 47 | Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete: |
| 48 | 12 mm |
| 49 | Brass butt hinges (light/ordinary type) : 125x70x4 mm |
| 50 | Brass butt hinges (heavy type) : 100x85x5.5 mm(.56)kg |
| 51 | Brass tower bolt (barrel type) 250x10 mm |
| 52 | Brass tower bolt (barrel type) 100x10 mm |
| 53 | Brass handles 125 mm with plate 175x32 mm |
| 54 | Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete |
| 55 | Hot finished seamless type tubes |
| 56 | Oxidised M.S.casement stay (straight peg type) 250 mm not less than 0.28 kg |
| 57 | Cement plaster in skirting and/dado 18 mm thick with cement mortar 1:3 (1 cement : 3 course sand) finished with a floating coat of neat cement including rounding of junctions with floor |
| 58 | Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 59 | For area of each slab from 901 to 2000 Sq.Cm |
| 60 | Kota stone slabs 25 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 |
| 61 | For area of each slab upto 2001Sqcm |
| 62 | Extra for Mirror polishing on terrazzo/Kota stone work where ever required to give high gloss finish complete |
| 63 | Random rubble dry stone Kharanja under floor |
| 64 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete including painting etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin- charge). |
| 65 | French sprit polishing |
| 66 | Two or more coats on new work including a coat of wood filler. |
| 67 | Providing and fixing double scaffolding system on the exterior side, upto five story made with 4\" wooden member 1.5 m c/c horizontal and vertical direction joining with rassi, clamps, challies. The scaffolding system shall be stiffened with bracing, runner, connection of building if necessary with all essential safty features for the workmen etc complete as per direction of EI.The lavation area of the scaffolding shall be measured for payment. The payment will be made once irrespective of duration of scaffolding.Note : This item to be used for maintence work judicially |
| 68 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer-in-charge. |
| 69 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-incharge. |
| 70 | 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. |
| 71 | In cement mortar |
| 72 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposalof unserviceable material within 50 metres lead as per direction of Engineer-in-charge: |
| 73 | In cement mortar |
| 74 | Dismantling doors, windows and clearstory windows steel or wood shutter including chowkhats and holdfasts etc. complete and stacking within 50 meters lead: |
| 75 | Of area 3 square meter and below |
| 76 | Dismantling tile work in floors and roofs laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meter lead: |
| 77 | For thickness of tiles 10mm to 25mm |
| 78 | Dismantling stone slab/ terrazo chip flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. |
| 79 | Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead. |
| 80 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: (i) Ist course of applying cement slurry @ 4.4 Kg/sum mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) IInd course of 20mm cement plaster 1:3 (1 cement: 3 coarse sand) mixed with water. proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.. (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 Kg per sqm. of area. (iv) IVth course of 400 micron thick PVC sheet .(Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen@ 1.7 Kg/sqm.) |
| 81 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (i) first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @0.253 kg//sqm .This layer will be allowed to air cure for 4 hours.(ii) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm This layer will be allowed to air cure for 4 hours followed by water curing for 48 hours. The rates includes preparation of surface treatment & sealing of all joints ,corners, junction with polymer mixed slurry. |
| 82 | P & F European type white glazed vitreous china 1st quality W.C. (IS : 2556 Mark) including cutting and making good the wall and floor |
| 83 | Wall Mounting |
| 84 | P & F water closet Seat Covers with brass hinges complete |
| 85 | -do- White |
| 86 | P & F C.P. lugs for toilet seat cover. |
| 87 | P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete. |
| 88 | Flat Back (small) size 456x355x265mm |
| 89 | P & F W.V.C. Urinal Partition Plate of approved standardmake of size 630x315mm including making good the wall |
| 90 | P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball (IS: 1703 mark) complete including cutting and making good the wall |
| 91 | WVC with C.P. brass bend. |
| 92 | P & F C.P. brass Urinal Flush Pipe set complete with flanged brackets of approved make |
| 93 | For 1 Urinal |
| 94 | P & F C.P. brass Urinal Spreader for stall urinal of approved make |
| 95 | P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall |
| 96 | Size 510 mm x 400 mm |
| 97 | P & F Kitchen & Lab. Sink of approved make with C.I. brackets duly painted, 40 mm C.P. waste coupling, C.P. Brass chain with rubber plug, 40 mm G.I. waste pipe up-to floor level complete including cutting and making good the wall & floor : |
| 98 | 1.0 mm thick stainless steel AISI -304 & IS 13983-1994 kitchen sink of approved make as per Engineer-in-charge with large waste coupling. |
| 99 | (Inches)45 x 20 x 8 ( bowl size- 20x16x8 (with drain board) |
| 100 | P & F Bottle Trap of approved make |
| 101 | C.P Brass 32 mm |
| 102 | P & F Bevelled edge Mirror/mirror with teak wood lipping around of special glass of approved make as per direction of Engineer-in-charge complete with 6mm thick commercial ply base fixed to wooden screws & washers. |
| 103 | Other sizes |
| 104 | P & F Towel Rail or Ring of approved quality/make: |
| 105 | C.P. brass towel rail withbrackets 450 x 20mm |
| 106 | P & F Grating of approved quality/make |
| 107 | Stainless Steel Sheet size 125mm dia. |
| 108 | P & F Liquid Soap Container with brackets complete of approved make: |
| 109 | C.P. brass |
| 110 | P & F Toilet Paper Holder with rod of approved quality/make: |
| 111 | C.P. brass |
| 112 | P & F Jet spray for water closet with C.P. Copper Tube flange of approved make |
| 113 | Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirming to code IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). |
| 114 | Providing & Fixing Concealed cistern with Floor mounting frame and flush plate of superior quality and approved sample by Engineer-in-charge |
| 115 | P & F G.I. pipes (Internal Work) with G.I. Fittings excluding union (IS:1239 Mark) & MS clamps including cutting and making good the walls and floors:(b) Concealed pipe in wall including painting with anticorrosive bitumen paint |
| 116 | 15 mm dia nominal bore \"A\" Class |
| 117 | 20mm dia nominal bore \"A\" Class |
| 118 | P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. |
| 119 | 15 mm dia nominal bore \"A\" Class |
| 120 | 20mm dia nominal bore \"A\" Class |
| 121 | Making connection of G.I. distribution branch with G.I. main including all fitting. |
| 122 | Upto 25mm dia |
| 123 | P & F water meter (IS : 779 mark) of approved make. |
| 124 | 25 mm dia |
| 125 | P & F Pilllar Cocks (IS :8931 : 1993 Mark) of superior quality and approved make |
| 126 | C.P. Pillar cock, 15 mm dia nominal bore |
| 127 | P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: |
| 128 | Brass 400 gm,15mm nominal bore. |
| 129 | P & F Stop Cock (IS :8931 Mark), superior quality & of approved make: |
| 130 | C.P. Brass 15mm nominal bore |
| 131 | P & F Sink Cocks of superior quality & approved made |
| 132 | C.P. Sink cock swinging spout 15mm |
| 133 | P & F Push Cock superiorquality, of approved make |
| 134 | C.P. Brass 15 mm |
| 135 | P & F Ball Cock (IS :1703 Mark) with Rod & P.V.C. Ball complete : |
| 136 | Brass wt.Not less than 400 gm, 20mm. |
| 137 | P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc. |
| 138 | C.P. Inlet connection 15mm.Brass (IS : 8931 marked) |
| 139 | P & F 15 mm. Dia Connection Pipe of approved quality/make |
| 140 | CP Brass Pipe with CP Brass nuts upto length 300mm |
| 141 | P & F Flush Cock / Flush Valve (IS : 9758 Mark)forWCofapproved quality make : |
| 142 | CP brass push type 15mm nominal bore. |
| 143 | P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : |
| 144 | Gun-metal 15mm nominal bore. |
| 145 | P & F Gun-metal Non-return Valve or Check Valve (IS : 778 Make) of approved make, superior quality |
| 146 | 15 mm nominal bore (a) horizontal |
| 147 | 15 mm nominal bore (b) vertical |
| 148 | P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: |
| 149 | 3000 litres capacity |
| 150 | Providing and fixing Polyethylene - Aluminium -Polyethylene (PE-AL-PE) Composite Pressure Pipes as per 15450 : 2004 U.V. stablised with carbon black having thermal stabillity for hot and cold water supply, capable to withstand temperature upto 80ºC including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers connectors etc.with clamps at 1.00 metre spacing.This include the cost of cutting chases and including testing of joints complete as per direction of Engineer In charge Concealed installation including cutting chases and making good the walls etc. complete. |
| 151 | 1620 (20mm OD) pipe |
| 152 | Supply & fixing G.I. Union ISI marked in G.I. pipe line as required complete in all respect of size |
| 153 | 15mm dia nominal bore |
| 154 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)pipes (IS 15778 : 2007 code) having thermal stability for hot& cold water supply including all CPVC plain & brassthreaded fittings i/c fixing the pipe with clamps at 1.00 mspacing. This includes jointing of pipes & fittings with onestep CPVC solvent cement and the cost of cutting chases andmaking good the same including testing of joints complete asper direction of Engineer in Charge. (Concealed workincluding cutting chases and making good the walls etc.,) |
| 155 | 15 mm nominal size |
| 156 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge.(External work). |
| 157 | 50 mm nominal size |
| 158 | Providing Laying & jointing glazed S.W. pipes grade `A` (IS;651 marked) of approved make with spun yarn & stiff mixture of cement mortar 1:1, excavation & refilling of earth in all types of soil upto 1.2m depth, S.W. fittings, including testing of joints etc, complete. |
| 159 | 150mm dia |
| 160 | Providing & Laying C.C. 1:5:10 (Stone aggregate 40mm nominal size) all around S.W. pipe including 15 Cm. thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm.)( Excluding cost of pipe) |
| 161 | 150mm dia S.W. pipe |
| 162 | P & F Square-mouth gully trap `A` grade (IS 651-1992 :marked) of approved make complete with C.I. grating, frame & Cover masonary chamber in C.M. 1:6, 100mm thick C.C. 1:5:10 base concrete, 40mm thick C.C.M-15 grade coping, 12mm thick cement plaster in CM 1:3 complete as per approved design & type. |
| 163 | Trap size 150 X 100mm, ferrow cement cover with frame, Internal Chamber size 300 X 300mm. |
| 164 | Construction of manhole in all type of soil inner size 90 X 60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. |
| 165 | Depth up to 0.5 M |
| 166 | Construction of soakage well in all type of soil with 300 mm thick dry masonry, top and bottom 300 mm course in CM 1:6, 80mm thick stone slab, jointing of slab in CM 1 : 3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C flooring , earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr.: |
| 167 | Size 300 Cm. dia outside & 300 Cm. depth |
| 168 | Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 15 Cm thick C.C bed of 1:5:10, M15 grade C.C floor & RCC slab covering with M15 grade c.c. floor, 50 mm thick stone slab partition walls, 20 mm thick plaster in CM 1:6 finished with neat floating cement, 4 Nos stone foot rests of approved design ,two No. 450 mm dia each Ferro cement cover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:- |
| 169 | Size 230 x110 x150 cm.(for 20 users) with 115 mm thick RCC (M-20) slab with Tor steel reinforcement 10mm ϕ @15 |
| 170 | Supplying and fixing C.I. Cover with frame, C.I. gratings for chambers & man holes. |
| 171 | Supply of dry manure including loading unloading,transportation & stacking at site |
| 172 | Compost |
| 173 | Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc. |
| 174 | Good soil of earth |
| 175 | Supply of different varities of tree/shrubs/climbers according to height and age of the plant at side including loading/unloading & transportation etc.complete |
| 176 | Different flowering plants 900mm to1500mm |
| 177 | Different varieties of shrubs 600mm to 900 mm |
| 178 | Supply of different varieties of bougainvillea in ply bags/earthen pot according to height growth and age of plant at site including loading unloading and transportation etc. complete |
| 179 | Local variety of bougainvillea 600mm to 900mm |
| 180 | Supply of different varieties of indoor plants in poly bags/earthen pot according to height growth and age of plant at site including loading unloading and transportation etc. complete |
| 181 | Different champa 125 cm to 215 cm height |
| 182 | Ground Cover of various varieties |
| 183 | Vadaliain P.B- 6” |
| 184 | Maintainance of lawn |
| 185 | Spreading of manure , good earth in required thickness (cost of manure and good earth to be separately ) |
| 186 | Preparation of beds for budging and shrubbery by excavating 60cms. Deep and trenching the excavated base to a further depth of 30 cms . refilling the excavated earth after breaking clods and mixing with manure in ratio of 8:1 ( 8 part of stacked volume ) |
| 187 | Digging pits in ordinary soil and refilling the same with the excavated earth mixed with manure in the ratio of 2:1 by volume ( 2parts of stacked volume of earth after reduction by 20% 1 part of stacked volume of manure after reduction by 8%) flooding wit |
