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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed:All kinds of soil |
| 2 | Banking excavated earth in layers not exceeding 20cm. in depth breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers, and rolling every 3rd and top- most layer with power roller of 8-10 tonne capacity and dressing up in embankments for roads, flood banks marginal banks, and guide banks etc. lead up to 50 Mtr. and lift up to 1.5 Mtr. All kinds of soils |
| 3 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 4 | Excavating trenches of required width for pipe cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr.: All kinds of soil |
| 5 | Pipes cables etc. not exceeding 80mm dia |
| 6 | Pipes cables, etc. exceeding 80mm dia but not exceeding 300mm dia. |
| 7 | 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. |
| 8 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil |
| 9 | CARRIAGE OF MATERIALS:- Earth, Sand, Lime, Morrum manure or sludge (10 Kms) |
| 10 | 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. |
| 11 | Beyound 60 cm girth upto including 120 cm girth |
| 12 | Beyound 120 cm girth upto including 240 cm girth |
| 13 | Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20% |
| 14 | Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) . |
| 15 | Wet Mix Macadam |
| 16 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. |
| 17 | By Mechanical Means with 1 km lead |
| 18 | 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. |
| 19 | M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 20 | Cement, Concrete Flooring/Cement Plaster/Cement Comcrete Road, Plain or RCC work & water retaining works providing and mixing admixture of Synthetic Nylon-6 Fibres or polycaprolactam free from any reprocess Olefins & confirming to ASTM C 1116 Type III 4.1.3 Having grade 6mm / 12 mm /18 mm melting point 220 deg. C, Sp. Gravity:1.14 g/cc, diameter 10-40 microns. It is required in specific ratio @ 0.20% (100 gm Fibres in 50 Kg Cement) for use as specified by manufacture specification and direction of Engineer In-charges with all leads and lifts. |
| 21 | 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 Mix |
| 22 | 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 |
| 23 | 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 |
| 24 | Add extra for providing richer mixes respectively at all floor levels |
| 25 | Providing M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix. |
| 26 | FORM WORK |
| 27 | 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. |
| 28 | 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 : |
| 29 | Walls (any thickness) including attached pilasters, buttresses plinth and string course. |
| 30 | Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. |
| 31 | Columns, pillars, posts and struts etc. |
| 32 | 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) |
| 33 | Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 34 | Brick work with mechanised autoclaved flyash lime bricks conforming to IS: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor V level in. |
| 35 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 36 | Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in : |
| 37 | Cement Mortar 1:4 ( 1-Cement : 4-Sand). |
| 38 | Add extra for Random Rubble stone masonry with hard stone in |
| 39 | Square or Rectangular pillars |
| 40 | Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1:3 with machine cut edges : |
| 41 | Sand or other approved stone 50mm thick. |
| 42 | Supply and fixing Jodhpur sand stone Machine cut Kerb stone (10cm wide 40 cm. height) fixed in white cement sand mortar 1:4 with pigment including EarthWork. |
| 43 | Providing and fixing cramps of required size & shape in RCC/ CC backing with cement mortar 1:2 ( 1 cement :2 coarse sand) including drilling necessary hole in stones and embedding the cramp in the hole . |
| 44 | Stainless steel cramps |
| 45 | P & F 1st quality Heavy Duty Vitrified glazed MAT tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1: 4 including grounting the joints with white cement and matching pigment etc complete. |
| 46 | size 600 mm X 600 mm |
| 47 | 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. |
| 48 | Hot finished welded type tubes. |
| 49 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide |
| 50 | Extra if square,rectangular hollow tubelar sections are used or grill made by flats only |
| 51 | Providing and fixing M.S. sheet 1mm thick single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint |
| 52 | Add extra for double leaf shutters. |
| 53 | Supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size. |
| 54 | 50mm x 50mm x 3.15mm |
| 55 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : |
| 56 | Providing and laying M30 grade controlled cement concrete pavements including mixing and vibrations concrete with necessary needle vibrators and surface with screed board vibrating complete in all respect with 20/25 mm stone aggregate (crusher broken) including anti-skid textured finish to required camber/ super elevation and grade including curing etc. as per specification with cement concrete M-30 grade including cost of Steel frame work for sides of C.C. pavement consisting of M. S. channels flats and angles with required steel pegs ( some of them may left embedded in concrete/ including providing frame work) |
| 57 | Extra for vacuum processed concrete including cost of equipments labour etc. |
| 58 | Cutting of construction joint/ longitudinal joint 4 to 6 mm. wide using mechanical concrete cutter including cost of diamond bit cutting wheel and filling of bitumen sealing compound in groove including cost of sealing compound. |
| 59 | 50 mm depth |
| 60 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : |
| 61 | 25 mm thick. |
| 62 | 20mm thick . |
| 63 | Finishing with neat cement (punning). |
| 64 | Making grooves as per design in plaster 10mm to 20mm wide. |
| 65 | Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete |
| 66 | New Plastered Surface (three or more coats) |
| 67 | Applying one coat of Cement primer of approved brand and manufacture on wall surface including all scaffolding: |
| 68 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding: |
| 69 | Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect. |
| 70 | Painting exterior surface of Wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect including scaffolding and safety provision |
| 71 | New Work |
| 72 | Finishing walls with textured exterior paint of required shade as per approved colour complete as per manufacturers specifications including primer coat and protecting coat including scaffolding and safety provision |
| 73 | Trowel Finish av. thickness 1000 to 1200 microns. |
| 74 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 75 | Two or more coats on new work |
| 76 | 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-charge: |
| 77 | In cement mortar. |
| 78 | 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 : |
| 79 | 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. |
| 80 | 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. |
| 81 | Providing and fixing in position bitumen impregnated fiberboard confirming to IS: 1838 in expansion joints including the cost of primer sealing compound. |
| 82 | 25 mm. thick |
| 83 | Providing and fixing aluminum work for doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate Z sections and other sections of approved make conforming to IS :733 and IS :1285, fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle Aluminium snap beading for glazing /paneling , C.P. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc.,all complete as per architectural drawings and the directions of Engineer- in – charge .(Glazing and paneling to be paid for separately). |
| 84 | For fixed portion |
| 85 | Polyester Powder coating aluminum ( minimum thickness of powder coating 50 micron) |
| 86 | For shutters builtup standard tubular sections of openable doors ,windows & ventilators including providing & fixing hinges / rollers etc. and making provision for fixing of fittings wherever required (lockes shall be paid for separately). |
| 87 | Polyester Powder coating aluminum ( minimum thickness of powder coating 50 micron) |
| 88 | Providing & Fixing Aluminium composite panel of indo bond/euro/flexi bond of equivalent made 3mm that with 0.5mm thick skin& PVDF coated of approved shads for toilet door in double layer in Aluminium frame complete in all respect as per sample approved by Engineer in Charges. |
| 89 | Providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with PVS / 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.) |
| 90 | With float glass panes of 5.0 mm thickness ( weight not less than 13.50 kg/sqm) |
| 91 | Filling the gap upto 5 mm depth and 5 mm width in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. |
| 92 | Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. |
| 93 | Kerb Stones of 1200x300x150, 1000x450x150, 1000x600x150, 600x300x150 size (M-30) |
| 94 | Providing and Laying cement concrete Kerb Stones of different sizes in M-30 grade (Manufactured with fully mechanised dry cast process with forced action mixer whose arms revolve along the main axis and rotate about its own axis also, having humidity sensor for moisture control of w/c ratio in concrete mix. Manufactured with steel moulds (Milled and manufactured in CSI diamond or CSI Nitro process for accuracy) on steel base plate of min 16 mm thick; Having Vibration and pressing action both together with the help of multiple synchronised vibrators. Power of hydraulic station should be minimum 50KW for compaction and cured in controlled chambers having humidity control and automated air circulation system) in position to the required line, level and curvature jointed with cement mortar 1:3 (1 Cement : 3 Coarse sand) including making of joints, drainage opening wherever required. |
| 95 | 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: |
| 96 | Exposed on wall |
| 97 | 32mm dia nominal bore |
| 98 | 'B' Class |
| 99 | 40mm dia nominal bore |
| 100 | 'B' Class |
| 101 | 50mm dia nominal bore |
| 102 | 'B' Class |
| 103 | P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. |
| 104 | 20mm dia nominal bore |
| 105 | 'B' Class |
| 106 | 25mm dia nominal bore |
| 107 | 'B' Class |
| 108 | 32mm dia nominal bore |
| 109 | 'B' Class |
| 110 | 40mm dia nominal bore |
| 111 | 'B' Class |
| 112 | 50mm dia nominal bore |
| 113 | 'B' Class |
| 114 | P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : |
| 115 | Gun-metal 20mm nominal bore. |
| 116 | Gun-metal 25mm nominal bore. |
| 117 | Gun-metal 32mm nominal bore. |
| 118 | Gun-metal 40mm nominal bore. |
| 119 | Gun-metal 50mm nominal bore. |
| 120 | Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete : |
| 121 | 150mm dia Internal |
| 122 | 250mm dia Internal |
| 123 | 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) |
| 124 | 150mm dia S.W. pipe |
| 125 | 250mm dia S.W. pipe |
| 126 | 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. |
| 127 | Trap size 225 X 150 mm, ferrow cement cover with frame Internal Chamber size 450 X 450mm. |
| 128 | P & F S.W. Master Trap (Inter-cepting) `A` grade (I.S.: 651 marked) of approved quality/make |
| 129 | 150mm dia |
| 130 | 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. |
| 131 | Depth up to 0.5 M |
| 132 | Add extra over item 3.19.1 for every additional 0.10m depth above 0.5 m depth. |
| 133 | Construction of Man hole, in all types of soil, inner size 1.5 x 1.2 M, with 450mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20mm thick inside plaster in CM 1:6, finished with floating neat cement, 50 mm thick M-15 grade C.C. flooring making channels, 80 mm thick stone slab covering with 40 mm thick M-15 grade C.C. flooring, Ferro Cement cover with frame of 450mm dia, earthwork etc. complete including disposal of surplus earth within 50 mtr. lead as per design : |
| 134 | Depth up to 1.5 M |
| 135 | Add extra over item 3.20.1 for every additional 0.10m depth above 1.5 m depth . |
| 136 | Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. |
| 137 | -do- size 600 x 450mm depth upto 0.5 M Cement cover with frame. |
| 138 | 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.: |
| 139 | Size 300 Cm. dia outside & 300 Cm. depth . |
| 140 | Providing & fixing Spun –Centrifugally cast Iron Pipes (IS : 3989 Mark ) of Approved make in wall or in floor with M.S. Holder bat clamps in 10 X 10 X10 Cm. M-15 Grade concrete blocks, joints filled with CM 1:4 with spun yarn including cutting holes and making good the wall:- |
| 141 | 100 mm dia |
| 142 | Providing & fixing Spun –Centrifugally cast Iron Pipes fitting (IS : 3989 Mark ) in CM 1:4 with spun Yarn. |
| 143 | 100 mm –do- |
| 144 | Socket |
| 145 | Cowel |
| 146 | Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985. |
| 147 | 150 mm Nominal Bore. |
| 148 | Construction of tubewell up to 100m depth and above to accomodate housing and assembly pipe in all types of alluvium strata by rotay drilling method with \\"code of practice for construction and testing of tubewells (IS:2800 (Part-II) : 1991 and IS:2800 (Part-II) :1979 both amended up to date) with supply of bail plug if necessary.The work will not include cost of housing pipe and strainer pipe assembly cost, gravel and development work. Work would be deemed completed only after obtaining sound free water during pumping. |
| 149 | 150 mm nominal bore |
| 150 | P & F M.S. Foot Rests in with C.M.,1:3, standard design in 20mm square M.S. bar 50 mm embedded in wall & 10 cms. projected out complete. |
| 151 | Supplying and fixing Ferro- cement cover with C.I. frame for chambers & man holes of size. |
| 152 | 500mm dia 25 Kg.-do-70 MT centre point load seal type (Heavy duty.) |
| 153 | Horticulture |
| 154 | Supply of dry manure including loading unloading,transportation & stacking at site. |
| 155 | Vermi compost |
| 156 | Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc. |
| 157 | Good soil of earth |
| 158 | Supply of different varities of tree/shrubs/climbers according to height and age of the plant at side including loading/unloading & transportation etc.complete |
| 159 | Different flowering plants 900mm to1500mm |
| 160 | Different varieties of shrubs 600mm to 900 mm |
| 161 | Different varieties of climbers 900mm to 1500 mm |
| 162 | Ornamental Plants of different varieties |
| 163 | Bamboo plant of Different varieties P.B(14”X14”) - 4’-5’ |
| 164 | Planting of trees /shrubs/ hedge and climbers plants at desired distance in row and watering |
| 165 | Laying of lawns including ploughing leveling breaking of clods manuring and removal of stones etc. (cost of manure or extra good earth to be paid separately )maintenance of lawn foe 30 days or more till the grass forms a thick lawns free from weeds and fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost |
| 166 | Laying of Selection No.1 grass tiles (2’X2’ size) for development of garden, including levelling of soil and spreading of manure |
| 167 | Supply & Planting of shady plants ( Neem. Peepal, Goolar, Jamun, Imli or other specified) along road side including the following activities:-(Including 5 years Maintenance) |
| 168 | Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage. |
| 169 | Supply of plant at site of two years of age & height more than 1.50 Mtr. |
| 170 | Supply of dry manure(Farm yard manure organic) |
| 171 | Supply of Insecticides. |
| 172 | Digging of pits size 60x60x60 cms. Including removal of stones. Manuring application of insecticides & watering at least 1.5 Liter per plant after planting |
| 173 | Half brick Circular tree guard in second class bricks, internal dia 1.25 meter and height 1.20 meter above ground and 0.20 meter above ground and 0.20 meterr below ground. Bottom two courses laid dry and top three couses in cement mortar 1:6 ( 1 Cement : 6 Sand) and the intermediate courseses being in dry honey comb masonry. As per design complete. |
| 174 | Watering to plants |
| 175 | Maintance of plants by the contractor including pits, preparation of Thavala Hoeing weeding etc & application of insecticiedes etc. & security. If the plant die during maintence contractor has to rplace same heingh plant at his own cost. |
| 176 | Supply & Panting of ornamental plants ( Kachnar, Amaltas, Gulmohar, Arjun, Kala, Siris, Jacranda etc. or other specified) along road side including the following activities :-(Including 5 years Maintenance) |
| 177 | Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage |
| 178 | Supply of plant at site of two years of age & height more than 1.50 Mtr. |
| 179 | Supply of dry manure( Farm yard manure organic) |
| 180 | Supply of Insecticides |
| 181 | Digging of pits size 60x60x60 cms. Including removal of stones. Manuring application of insecticides & watering at least 1.5 liter per plant after planting. |
| 182 | Half brick Circular tree guard in second class bricks. Internal dia 1.25 meter and height 1.20 meter above ground and 0.20 meter below ground. Bottom two courses laid dry and top three courses in cement morter 1:6(1 Cement : 6 Sand) and the intermediate courses being in dry honey comb masonry. As per design complete. |
| 183 | Waterring to Plants. |
| 184 | Maintenance of plants by the contractor including pits. Preparation of Thavala Hoeing weeding etc. & application of insecticides etc. & security. If the plant die during maintencance contractor has to replace same height plant at his own cost. |
| 185 | Non BSR Items |
| 186 | Supplying and fixing jodhpur sand stone Rainwater collection basin of size 750mm dia and 450mm height of approved colour, shade and origin as per given design and approval of Engineer-in-charge. The basin should be carved in single stone of 40 -50 mm wall thickness with the help of machines and tools in design as per the given design/drawings and directions of Engineer Incharge with central drain hole of 100 mm to be fixed with white cement/epoxy mortar including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade complete as per approval of Engineer-in-charge. |
| 187 | Providing and fixing Garda stone flooring machine cut of approved colour and shade, 18mm to 20mm thick over 20 mm (Av.) thick base of CM 1:4 (1 cement :3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the stone slab including edge grinding and rubbing complete as per design approved by the engineer-in-charge. Above 7500 Cm2 Slabs |
| 188 | Supplying and fixing jodhpur sand stone liri of approved colour, shade and origin in CM 1:4 rock facing with projection as per design and drawing and chiesel dressing of edges of stone two line dressing of building corners, jambs etc. including uniform joints using aluminium square section of size 12 mm to 15 mm as per requirement of course and width of stone should be 75-100 mm of required length with requisite number of headers to be fixed with the masonary as per design and approval of Engineer-in-charge. (Cost of masonary to be paid seperately.) |
| 189 | 6 cm. to 9 Cm. thick including finsing face joint with white cement mortar and matching pigment. |
| 190 | Stone work (machine cut edges) with jodhpur sand stone for Wall cladding/ Veneering work of approved colour, shade and origin up to 10m height with 20 to 30 mm thick Jodhpur sand stone and backing filled with a grout of 3 to 5mm thick cement base high polymer modified quick-set water base adhesive (As approved e.g. Laticrete, Roff, etc.) conforming IS:15477, using 5kg adhesive per sqm of stone area. |
| 191 | Supply and fixing Jodhpur sand stone ashlar lintels and Dassa of approved colour, shade and origin, with exposed horizontal and vertical faces 3 - lines fine dressed (bearing bed & top surface made perfectly even) complete as per given design and approval of Engineer-in-charge. |
| 192 | (a) upto 15 cm thick Jodhpur Ashlar sand stone |
| 193 | Supply and fixing of 75 to 100mm thick and 300 mm course height jodhpur sand stone Ashlar of approved colour, shade and origin in CM 1:4 by interlocking and fitting along with the masonary. The stone should be dressed with 3 line dressing on front face and horizontal edges champered with 3mm x 3mm v-shape cut on top and bottom edge. Length of stone should not be less than 0.9m min. For bonding with ashlar, all four edges (except to front edges) and rear side face to be made rough by chiselling or by help of a cutter as per site engineer or approved mock up on site for proper bonding with mortar. Thickness of stone should be 75mm to 100 mm after making the rear surface rough. There should be a header at every vertical joint of ashlar 75mm width x 300mm height and depth equal depth of wall header with rock-face on front side as per design and approval of engineer-in-charge. (Cost of masonary to be paid seperately.) |
| 194 | Providing and fixing 10x10x7.50 cm Kadappa/ Jodhpur/ dholpur stone block (Cobble stone) hand cut and chisel dressed on top, of approved colour as directed by Engineer-in-charge 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. Please Enable Macros to View BoQ information |
