40666911 supply of maintenance of lawn in office building and officers bungalow including supply of plants (permanent and seasonally), earthen pots, good soils manure etc at ddu for three years under aden/hq/ddu.maintenance of lawn in office building and officers bungalow including supply of plants (permanent and seasonally), earthen pots, good soils manure etc at ddu for three years under aden/hq/ddu.,...
40059761 tender for supply of plants, tree plantation and maintenance work....
39785602 supply of plant canopy analyzer with lai measurements institute of environment and sustainable development,bhu , supply of plant canopy analyzer with lai measurements , plant canopy analyzer with lai measurements(as per technical specification)...
39768447 tender for fixing of tree guard, interlocking tiles, supply of e rickshaw, tree work, supply of plants, construction of drain, laying of sewer line, fixing of rcc tree guard, painting of canteen, tress, boundary wall, electrification work....
39662160 tender for supply of plants and machinery for works pertaining to the madhyanchal vidyut vitran nigam limited, lucknow ....
39476768 tender for maintenance of lawn in office building and officers bungalow including supply of plants ( permanent and seasonally ) , earthen pots, good soils manure etc at ddu for three years under aden / hq / ddu....
39353968 tender for fixing of barrier, interlocking tiles, repair of pathway, painting of boundary wall, maintenance of sports items, gym items, supply of lawn mover, supply of plants, cleaning of park, installation of submersible pump, repair of toilet block, garden maintenance work, laying of pipe line, replacement of waterline, sewer line, fixing of cradle, bench in park....
39090893 supply of plant for vetical garden such as song of india, ruellia , spider plant and dianthus. note : all mentioned plant must be supplied in equal quantity . => limited...
38950825 tender for supply of materials for the construction and other works: brick, cement, sand, rod, ballast, morang, hume pipe, interlocking brick, solar light, street light, cleaning kit, spraying machine, r.o. tender is invited for supply of plant, toilet sheet and other necessary material....
38926242 bids are invited for supply of plant and plantation goods conocarpus lancifolius , plumeria alba , royestonea regia , nariyal rope , bamboo stick , farm yard manure , black padua soil total quantity : 6625...
38748039 cleaning of water channel, water tank and supply of different type of plant for the work of am and uk of taj mahal inner garden, taj mahal, agra for the year 2023 24 as per tender document , cleaning of water channel and water tank of taj mahal including scrubbing and extensive cleaning and scrapping existing decayed layer of lime, paint and dust and painting the same with the mixture of lime, copper sulphate, and coloring pigment (blue), complete work including supply of labour and material each time. total area of water channel = 2164.81 sqm. supply of (unskilled labour 32 nos., lime 80 kg. copper sulphate 3kg. colour pigment blue 5 pc (200ml), supply of brushes, vipers brooms, plastic mug and drums and other material as per actual requirement of each time. note: 2 time in a month x 8 month = 16 + 3 time rainy season = total 19 job (time) from august 2023 to march 2024 (rate including gst) , supply of plants i.e.calliandra hybrida height 2 3 (gst as applicable). , supply of plants i.e.chandni2 3(gst as applicable). , supply of plants i.e.hamelia patens 2 3(gst as applicable). , supply of plants i.e.hibiscus rosasinensis 2 3(gst as applicable). , supply of plants i.e.hibiscus variegated2 3(gst as applicable). , supply of plants i.e.jatropha 2 3(gst as applicable). , supply of plants i.e.cestrum nocturnum2 3(gst as applicable). , supply of plants i.e.cestrum diurnum 2 3(gst as applicable). , supply of plants i.e.mini erecta 1 2(gst as applicable). , supply of plants i.e.jasminum sambac 1.5 2(gst as applicable). , supply of plants i.e.cupressus sempervirens 6 7(gst as applicable). , supply of plants i.e.peach 2 3(gst as applicable). , supply of plants i.e.citrus nobilis 2 3(gst as applicable). , supply of plants i.e.phyllanthus emblica 2 3(gst as applicable). , supply of plants i.e.sapodilla sapote 2 3(gst as applicable). , supply of plants i.e.pomegranate 2 3(gst as applicable). , supply of plants i.e.murraya exotica 2 3(gst as applicable). , supply ofseasonal plants beds i.e.cockcomb(gst as applicable). , supply ofseasonal plants beds i.e.balsom (gst as applicable). , supply ofseasonal plants beds i.e.zinnia(gst as applicable). , supply ofseasonal plants beds i.e.vinka(gst as applicable). , supply ofseasonal plants beds i.e.dimerphotica (gst as applicable). , supply ofseasonal plants beds i.e.petunia(gst as applicable). , supply ofseasonal plants beds i.e.phlox (gst as applicable). , supply ofseasonal plants beds i.e.verbina (gst as applicable). , supply ofseasonal plants beds i.e.gajenia (gst as applicable). , supply ofseasonal plants beds i.e.salvia (gst as applicable)....
38537678 tender for natural forest creation by miyawaki pattern of 10164 nos plants and their maintenance work in jagriti vihar ext scheme no 11 meerut 2 cutted grass 3 khad ( cow dung manure ) 4 pual 5 bhussa 6 drum 200 litre capacity 7 g.i. bucket20 litre capacity 8 g.i. hazara 10 litre capacity 9 sprey machine approved quality 10 making jivamrit & supply of jivamrit material. 11 desi / pahari cow gomutra 12 cow dung 13 dal / basan 14 gur ( guggery ) 15 earth of peepat roots 16 fencing material 17 angle iron 35 x 35x 5 mm, 6 fit long i / c 5 nos. holes and also fixing with cement concrete in 1:2:4 cement, coarse sand & 20 mm graded stone grits. 18 plastic net 5 fit height, length m, area sqft ( approved quality. ) 19 bamboo stick 5 fit long solid 20 jute yarn 21 excavation of trenches 1.00 m deep & mixing of biomass & i / c refilling of excavated earth properly leveled in excavated trenchech by j.c.b i / c driver & pol. 22 mixing of biomass half quantity in trenches & half quantity on teela and spreedind equally on teela complete as per direction of e / i. 23 making small holes / pits on teela for plantation by fawra. 24 dipping poly bags of plants in mixed jivamrit solution & remove plantspolybags from jivamrit. 25 plantation & help to plants withstick 26 making 5 6 inch layer of puwal on earth & fixed puwal with khooti. 27 watering of plants 10164nos. 48 times 28 supply of plants as per direction of e / i. 29 trees ( neem, silver ok, jamun, arjun, pilkhan, peepal, shisham, chakresia ) 30 small tree ( akeshia, neurequelifotis, bottal brush, kachnar, gulmohar, amaltash, kajurina shiva petrenda, kashia, somia ) 31 shrubs / jhadi ( calindra, chandani, gudhal, sawani lal kaner, zathropa, muraiya, tikoya, stens ) 32 hrubs ( hamelia, flamengo, galfinia, niteeda, singonium, enermi ) 33 watch & ward of 10164nos. plants ( 1st year ) 34 sapling storage 35 maintenance in second year 36 watering in april to june 10 times every month, october & november 5 times in every month , january & febrary 4 times in every month march 5 times total 53 times. 37 hoeing & weeding 2 times 38 watch & ward of 10164nos. plants ( 2nd year ) 39 maintenance in third year 40 watering total 24 times 41 hoeing & weeding 2 times 42 watch & ward of 10164nos. plants every year 43 maintenance in fourth year 44 watering total 12 times 45 hoeing & weeding 2 times 46 watch & ward of 10164nos. plants every year 47 extra sansadhan 48 supply & installation of 2 hp submersible pump crompton / ksb make i / c 200 to 250 rft, boring with 6kgf / sqcm approved make pvc pipe ( not less than 110 mmdia ) and also i / c grating, filter submersible & fixing with 32 mm dia approved quality pvc pipe& accessories and supply of water by submersible i / c electricity / generator expenditure and pol & maintenance charges included.this property will be deportment. after the completion of work. submersible will be return to deportment in good condition....
38359200 tender for supply of materials for the construction and other works: brick, cement, sand, bricks, cement, sand, rod, ballast, morang, hume pipe, interlocking brick, solar light, street light, cleaning kit, spraying machine, r.o. tender is invited for supply of plant, toilet sheet and other necessary material...
38258262 tender for items rate quotation for civil work in distt jaunpur. 1 civil work 2 excavation infoundation inordinary soil ( loam clay or sand ) including lift upto 1.5m lead upto 30.0 m& including filling wateringand rammingof excavated earth into the space between the building & sides offoundation trenches or into the plinth and removal& disposal surplus earthas directed by the engineer i / c within a lead of 30 m.from foundation trenches. 3 filling of available excavated earthin trenches, plinth, sides of foundation etc. inlayers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering including lead upto 50m & lift upto 1.50m. 4 filling by carted earthin trenches, plinth, sides of foundation etc. inlayers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering including lead upto 50m & lift upto 1.50m. 5 sand filling in plinth including supply of necessary quantity of sand from a distancenot exceeding 8.00kms. from the siteof work includingwatering, dressing etc. labour & t &p etc. required for proper completion of worksaplings of girthupto 30 groundlevel and removal of rubbish upto a distsnceof 50m out side the periphery of area cleared. under floor fine sand. 6 providing and laying cement concrete 1:4:8 ( 1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size ) including supply of all materials, labour and t&p etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 7 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 but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended 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. 8 all works above plinth level upto floor v level. 9 centering and shuttering including strutting, propping etc. and removal of form for : foundations, footings, bases of columns, etc. for mass concrete 10 walls ( any thickness ) including attached pilasters, butteresses, plinth and string courses etc. 11 suspended floors, roofs, landings, balconies and access platform 12 lintels, beams, plinth beams, girders, bressumers and cantilevers. 13 columns, pillars, piers, abutments, posts and struts 14 stairs, ( excluding landings ) except spiral staircases 15 extra for shuttering in circular work ( 20% of respective centering and shuttering items ) in columns. 16 edges of slabs and breaks in floors and walls under 20 cm wide 17 weather shade, chajjas, corbels etc., including edges 18 extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof ( plan area to be measured ) . 19 add for using extra cement in the items of design mix over and above the specified cement content therein. 20 extra for r.c.c. / b.m.c / r.m.c. work above floor v level for each four floors or part thereof.for above five to nine floor level. 21 boring, providing and installation bored cast in situ reinforced cement concrete piles of garde m 25 of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by crawler mounted, telescopic boom hydraulic pilling rig all complete, including removal of excavated earth with all its lifts and leads ( length of pile for payment shall be measured up to bottom of pile cap ) . note: truck mounted rotary / tmr / tube well boring machine shall not be used.600 mm dia piles 22 vertical load testing of piles in accordance with is 2911 ( part iv ) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer in charge.group of two or more piles upto 50 tonne safe capacityinitial test 23 routine test 24 class 150 brick / cement based fly ash brick work in 1:6 cementand coarse sandmortar in foundation and plinth including supply of all materials, labour tools and plants, etc. required for proper completetion of the work. 25 class 150 brick / cement based fly ash brick work in 1:6 cementand coarse sandmortar in super structure including supply of all materials, labour tools and plants, etc. required for proper completetion of the work 26 gr. floor 27 1st floor 28 2nd floor 29 3rd floor 30 4rth floor 31 5th floor 32 6th floor 33 7th floor / terrace 34 class 150 brick / cement based fly ash reinforced half brick work in 1:4 cementand coarse sandmortar in super structure including supply of all materials, labour tools and plants, etc. 35 gr. floor 36 1st floor 37 2nd floor 38 3rd floor 39 4th floor 40 5th floor 41 6th floor 42 7th floor / terrace 43 extra for providing and placing in position 2 nos 6mm dia. m.s. bars at every third course of half brick masonry. 44 applying a coat of residual petroleum bitumen of grade of vg 10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 45 providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the coloumn pitswall tench basement excavation top surface if plinth filling junction of wall and floor along the external perimer of binding expansion joints, surrounding of pipes and conduits etc.complete ( plinth area of the building at ground floor only shall be measuredas per i.s.6313 ( part ll 1981 ) aldrine emulsifiable concrete or any other approved material such as hepthachlor or chlordance will be used.the rate of application of chemical emulsion shall be as follows: ( 1 ) treatment for masonary & foundation 5 litres per sq.m. ( 2 ) back fill in immediate contract with foundation 7.5 litre per sq.m ( 3 ) treatment of top surface of plinth filling 5 liters per sq.m. ( 4 ) treatment of soil along external parameter of building 7.50 lire per sq.m. 46 mild steel or iron in plain work such as in reinforced concreted or reinforced brick work ( when not included in overall rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. bend hooks and authorized overlapping shall be measured. 47 fixing of steel or wooden chaukhats in position. 48 doors chaukhats 49 window chaukhats 50 ventilator chaukhats 51 providing and fixing ss sliding door bolts isi marked anodised transparent or dyed to required colour or shade with nuts and screws etc. complete : 250x16 mm. 52 providing and fixing ss tower bolts isi marked anodisedtransparent or dyed to required colour or shade with necessary screws etc. complete : 250x10 mm. 53 providing and fixing ss handles isi marked anodisedtransparent or dyed to required colour or shade with necessary screws etc. complete :125 mm. 54 providing and fixing aluminium sliding door 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 nuts and screwsetc. complete :300x16 mm 55 250x16 mm 56 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 57 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 58 providing and fixing aluminium window sliding rollerand screws etc. complete as per direction of engineer in charge 59 providing and fixing aluminium window sliding i lock and screws etc. complete as per direction of engineer in charge 60 providing and fixing aluminium casement stays, isi marked, anodised ( anodic coating not less thangrade ac 10 as per is : 1868 ) transparent or dyed to required colour and shade, with necessary screws etc. complete. 61 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. 62 providing and fixing aluminium die cast body tubular type universal hydraulic door closer ( having brand logo with isi, is : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm ) , with necessary accessories and screws etc. complete. 63 providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 64 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 is: 733 and is: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps atjunctions, i.e. at top, bottom and sides with required epdm rubber / neoprene gasket etc. aluminium sections shall be smooth, rustfree, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, c.p. brass / stainless steel screws, all complete as per architecturaldrawings and the directions of engineer in charge. ( glazing, panelingand dash fasteners to be paid for separately ) :polyester powder coated aluminium ( minimum thickness of polyester powder coating 50 micron ) 65 powder coated aluminium ( minimum thickness of powder coating 50 micron ) 66 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 ) . 67 providing and fixing glazing in aluminium door, window, ventilator 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 5.00 mm thickness shutters and partitions etc. with epdm rubber / neoprene gasket. 68 p / f acp sheet for partition complete in all respect. as per engg. incharge direction. 69 providingand fixing double action hydraulic floor spring of approved brand and manufacture conforming to is 6315 having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece m.s. sheet outer box with slide palte etc. complete as per the direction of engineer in charge.with stainless steel cover plate minimum 1.25 mm thickness. 70 providing and fixing anodised aluminium grill ( anodised transparent or dyed to required shade according to is: 1868 with minimum anodic coating of grade ac 15 ) of approved design / pattern, with approved standard section and fixed to the existing window frame with c.p. brass / stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of engineer in charge. ( only weight of grill to be measured for payment ) . 71 providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of engineer in charge ( door handle, lock and stopper etc.to be paid separately ) . 72 providing and fixing carbon steel galvanised ( minimum coating 5 micron ) dash fastener of 10 mm dia double threaded 6.8 grade ( yield strength 480 n / mm2 ) , counter sunk head, comprising of 10 m dia polyamide pa 6 grade sleeve, including drilling of hole in frame , concrete / masonry, etc. as per direction of engineer in charge. 10 x 120 mm 73 providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. with 12 mm mild steel u beading. 74 providing and fixing 1.25 mm thick m.s. sheet door with frame of 40x40x6 mm angle iron and 3 mm m.s. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. using m.s. angels 40x40x6 mm for diagonal braces 75 providing and fixing isi marked flush door shutters conforming to is : 2202 ( part i ) non decorative type, core of block board construction with frame of 1st class hard wood and with decorative both side high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to is : 2046 type s, including cost of adhesive of approved quality of 1.0 mm thick including 32x5 mm teak wood lipping on edges of shutters.35 mm thick including isi marked stainless steel butt hinges with necessary screws 76 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 ) . 77 extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors ( cost of glass excluded ) ( overall area of door shutter to be measured ) : rectangular or square 78 extra if louvers ( not exceeding 0.2 sqm ) are provided in flush door shutters ( overall area of door shutters to be measured ) . 79 providing and fixing stainless steel ( grade 304 ) railing made of hallow tubes, chanells, plates etc. including welding grinding buffing, polising and making corvechare ( wherever required ) and fitting the same with necessary stainless steel nuts and bolts complete, i / c fixing railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc. of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of engineer in charge. ( for payment purpose only weight of stainless steel members shall be considered excluding fixing assessories such as nuts, bolts, fasteners etc. 80 providing and laying brick coba 12 mm thick laid with m 150 class brick bat coba 7.50 cm thick with gap of 15 mm to each other, over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aerelic cement concrete water proofing compound filled gaps of coba & top of coba mortarmixedwithwater proofing compound in 1:4 cement and coarse sand mortar finfished smooth & top mashed false square 30 x 30 cm and side wall parapet shall be monotythic plaster wall upto 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including s / o all material, labour, t&p etc complete for proper completion of work. 81 15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 ( 1 cement: 6 coarse sand ) on outer side of outer wall. 82 upto 10 m. from gr. level 83 10 m to 13 m. 84 13m to 16 m 85 16m to 19 m 86 19m to 22 m 87 22m to 25 m 88 25 m to 28 m 89 28 m to 31 m 90 31m to 34 m 91 34 m to 37 m 92 37 m to 40 m 93 15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 ( 1 cement: 6 coarse sand ) on one side of inner wall. 94 12 mm cement plaster on smooth side of single or half brick wall of mix : 1:6 ( 1 cement: 6 coarse sand ) . 95 12 mm cement plaster in single coat on fair side of single or half brick wall for single or half brick wall for interior plastering upto floor two level including brick wall for interior plastering upto floor two level including internal rounded angles chamfers and / or rounded angles not exceeding 80mm in girth and finished evenand smooth no. extra for mixing and additive. ( i ) 1 cement: 3 course sand in ceiling. 96 extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers 97 making grooves 10 to 12 mm wide x 8 mm deep in plaster the all or in ceiling vertically of horizontally as required. 98 add for plaster drip course / groove in plastered surface or moulding to r.c.c. projections 99 providing and laying rectified glazed ceramic floor tiles of size 300x300 mm or more ( thickness to be specified by the manufacturer ) laid on a bed of 10 mm thick cement mortar 1:3 ( 1 cement: 3 coarse sand ) , including grouting the joints with white cement and matching pigments etc., complete. 100 providing and laying vitrified floor tiles kajaria kerro brand or equivalent brand of super quality in different size ( thickness specified by manufacturer ) with water absorption make in all colors and shade laid on 20 mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand ) including grouting the joint with white cement and matching pigments etc. complete ( size of tile 600 x 600 mm ) 101 providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand ) , joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels granite of any colour and shadea rea of slab over 0.50 sqm 102 providing and laying polished granite 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. polished granite stone slab jet black, cherry red, elite brown, cat eye or equivalent. 103 providing edge moulding to 18 mm thick granite stone, including machine polishing to edge to give high gloss finish etc. complete as per design approved by engineer in charge. 104 kota stone slab flooring 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 ) : 105 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. 106 providing and fixing glass strips in joints of terrazo / cement concrete floors. 40 mm wide and 4 mm thick 107 wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : two or more coats on new work. 108 finishing walls with textured exterior paint of required shade new work ( two or more coats applied @ 3.28 ltr / 10 sqm ) over and including priming coat of exterior primer applied @ 2.20kg / 10 sqm texture of minimum film thickness 1.0 mm. 109 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. 110 paintingtwpcoatsover priming coat on steel & other metal surface upto 10 cm width or grith or small articles not exceeding 0.10 sqmt. in areas with superior synthetic enamel such as luxol3hi gloss aqcolite superlac. dulux specified finishing. 111 french spirit polishing :two or more coats on new works including a coat of wood filler 112 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, ( i ) single socketed pipes. 113 providing and fixing m.s. holder bat clamps of approved design to c.i. or s.c.i. rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) and cost of cutting holes and making good the walls etc. : for 100 mm dia pipe 114 providing and fixing on wall face unplasticised pvc moulded fittings / accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion.single tee without door 110x110x110 mm 115 providing and fixing on wall face unplasticised pvc moulded fittings / accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion.bend 87.5° 110 mm bend 116 providing and fixing on wall face unplasticised pvc moulded fittings / accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion.shoe ( plain ) 110 mm shoe 117 providing and fixing on wall face unplasticised pvc moulded fittings / accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion.single tee with door 110x110x110 mm 118 making plinth protection 50 mm thick of cement concrete 1:3:6 ( 1 cement: 3 coarse sand : 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 finishing the top smooth. 119 providing / laying of light cinder filling / 25 mm o.b. brick ballast under floor of toilet / sunken roofs 120 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 / sqm 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 20 mm 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. 121 ( 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 ) . 122 core cutting 4 6 dia pipe 123 providing and making cornice at slab level including all meterial like steel, concrete, shuttering and scaffolding required for proper completion of work. 124 providing and fixing of expansion joint system related with wall joint ( internal / external ) location as per drawings and direction of engineer in charge. the joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per astm b221 02. the material shall be such that it provides an expansion joints system suitable for vertical wall to wall / wall to corner application, both new and existing construction in office buildings & complexes with no slipping down tendency amongst the components of the joint system. 125 the joint system shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. ( material shall confirm to astm 6063. ) wall joint of 100 mm gap. 126 the cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre engineered self centering arrangement that freely rotates / moves in all directions. the self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. the joint system shall resists damage or deterioration from the impact of falling ice, exposure to uv, airborne contaminants and occasional foot traffic from maintenance personnel. provision of moisture barrier membrane in the joint system to have water tight joint is mandatory requirement. material shall confirm to astm 6063. roof joint of 100 mm gap 127 white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests 128 providing and fixing white vitreous china pedestal type water closet ( european type w.c. pan ) with seat and lid, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with manually controlled device ( handle lever ) , conforming to is : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : 129 w.c. pan with isi marked white solid plastic seat and lid 130 providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre / 6 litre ( adjustable to 4 litre / 8 litres ) , including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. 131 providingandfixing wash basin with c.i.brackets, 15 mm c.p. brass pillar taps, 32 mm c.p. brass waste of standard pattern, including painting of fittings and brackets, cutting andmaking good the walls where required : 132 white vitreous china wash basin size 550x400 mm with a pair of 15 mm c.p. brass pillar taps 133 white vitreous china flat back wash basin size 550x 400 mm with single 15 mm c.p. brass pillar tap 134 providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and c.p. brass spreaders with brass unions and g.i clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 135 range of two urinal basins with 5 litre white p.v.c. automatic flushing cistern 136 range of three urinal basins with 10litre white p.v.c. automatic flushing cistern 137 providing & fixing stone slab table rubbed, edges rounded and polished of size 75 x 50cm deep and 1.8 cm thick fixed in urinal patitions by cutting chase of appropriate width with chase cutter and embedding the stone in chase with epoxy grout or with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregste 6mm nominal size ) as per engineer in charge and finished smooth 138 granite stone of approved shade 139 providing and fixing salem stainless steel a isi 304 ( 18 / 8 ) kitchen sink as per is: 13983 with ci brackets and stainless steel waste with plug 40mm including painting of fittings and brackets, cutting and making good the walls wherever required. 140 510x1040 mm bowl depth 225mm. 141 610x510 mm bowl depth 200mm. 142 providing and fixing white vitreous china laboratory sink with c.i. brackets, c.p. brass chain with rubber plug, 40 mm c.p brass waste and 40mm c.p. brass trap with necessary c.p. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : 143 size 600x450x200 mm 144 providing & fixing pvc waste pipe for sink oncluding pvc waste fitting complete 145 32mm dia 146 40mm dia 147 providing and fixing ptmt bottle trap for wash basin and sink. 148 bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms. 149 bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms. ( sink & urinal ) 150 providing and fixing mirror of superior glass ( of approved quality ) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 151 circular shape 450 mm dia 152 rectangular shape 1500x450 mm 153 providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with c.p. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 154 providing and fixing toilet paper holder : 155 c.p. brass 156 providing and fixing soil, waste, vent pipes 157 centrifugally cast ( spun ) iron s&s pipe 158 100mm dia cast ( spun ) iron s&s pipe 159 150mm dia cast ( spun ) iron s&s pipe 160 providing and fixing ms holder bat clamps of approved design to cast iron ( spun ) pipe embedded in and including cement concrete blocks 10 x10 x10cm of 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) including cost of cutting holes and making good the walls etc. 161 for 100mm dia. pipe 162 for 150mm dia. pipe 163 providing and fixing heel rest sanitary bend, in centrifugally cast ( spun ) iron pipe s&s 164 100mm 165 150mm 166 providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 167 100x100x100mm 168 sand cast iron s&s as per is : 3989 169 150x150x100mm 170 sand cast iron s&s as per is : 3989 171 providing and fixing plain junctionof required degree 172 100x100x100mm 173 sand cast iron s&s as per is : 3989 174 150x150x100mm 175 sand cast iron s&s as per is : 3989 176 providing and fixing terminal guard: 177 100mm 178 sand cast iron s&s as per is 3989 179 150mm 180 providing and fixing collar. 181 100mm 182 sand cast iron s&s as per is 3989 183 150mm 184 providing and lead caulked joint 185 100 dia 186 150 dia 187 providing and drip seal joint 188 100 dia 189 150 dia 190 providing and fixingcast iron trap of self cleansing design withcast iron screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors. 191 100 mm inlet and 100 mm outlet, sand cast iron s&s as per is: 3989 192 painting sand cast iron / centrifugally cast iron ( spun ) iron soil, waste and vent pipes and fittings with paint of any colour such as chocolate, grey or buff etc. over a coat of primer ( of approval quality ) for new work 193 100mm dia 194 150mm dia 195 providing and fixing ptmt liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour weighing not less than 105 gms. 196 providing & fixingptmt towel ring trapezoidal shape 215 mm long 200 mm wide with minimum distance of 37 mm from wall face with concealedfittings arrangement of approved quality and colour weighing not less than 88 gms 197 providing and fixing ptmt towel rail complete with brackets fixed wooden cleats with cp brass screws with concealed fittings arrangement of approved quality and colour. 198 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms 199 providing and fixing g.i. pipes complete with g.i. fittings and clamps, i / c cutting and making good the walls etc.internal work exposed on wall 200 15 mm dia nominal bore 201 20 mm dia nominal bore 202 25 mm dia nominal bore 203 32 mm dia nominal bore 204 40 mm dia nominal bore 205 50 mm dia nominal bore 206 providing and fixing g.i. pipes complete with g.i. fittings and clamps, i / c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall 207 15 mm nominal outer dia pipes 208 20 mm nominal outer dia pipes 209 providing and fixing g.i. pipes complete with gi fittings and clamps including cutting and making good the walls etc. external work 210 40 mm dia, nominal bore 211 50 mm dia, nominal bore 212 65 mm dia, nominal bore 213 providing and fixing of gun metal gate valve with ci wheel of approved quality ( screwed ends ) 214 25mm dia, nominal bore 215 32 mm dia, nominal bore 216 40 mm dia, nominal bore 217 50 mm dia, nominal bore 218 providing and fixing uplasticised pvc connection pipe with brass unions : 219 45 cm length 220 15 mm nominal bore 221 providing and fixing c.p. brass shower rose with 15 or 20 mm inlet100 mm diameter 222 painting g.i. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work ( internal work exposed on walls ) 223 15 mm dia nominal bore 224 20 mm dia nominal bore 225 25 mm dia nominal bore 226 32 mm dia nominal bore 227 40 mm dia nominal bore 228 50 mm dia nominal bore 229 painting gi pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality 230 40 mm dia, nominal bore 231 50 mm dia, nominal bore 232 65 mm dia, nominal bore 233 providing and filling sand of grading zone v or coarser grade, allround the g.i. pipes in external work 234 40 mm dia, nominal bore 235 50 mm dia, nominal bore 236 65 mm dia, nominal bore 237 providing and fixingg.i. union in g.i. pipe including cutting and threading the pipe and making long screws etc. complete ( new work ) 238 15mm nominal bore 239 20mm nominal bore 240 25mm nominal bore 241 32mm nominal bore 242 40mm nominal bore 243 50mm nominal bore 244 providing and fixing c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. 245 15mm nominal bore 246 providing and fixing c.p.brass angle valve for basin mixer and geyser points of approved quality conforming to is 8931 a ) 15 mm nominal bore. 247 15 mm nominal bore 248 providing and fixing ptmt grating of approved quality and colour 249 100 mm nominal dia 250 providing and placing on terrace ( at all floor levels ) rcc water storage tank with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes including all necessary fittings and the base support for tank. 251 excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : 252 pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. 253 providing, laying and jointing glazed stoneware pipes grade ‘a’ with stiff mixture of cement mortar in the proportion of 1:1 ( 1 cement : 1 fine sand ) including testing of joints etc. complete : 254 150 mm diameter 255 providing and laying cement concrete 1:5:10 ( 1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size ) all round s.w. pipes including bed concrete as per standard design : 256 150 mm diameter s.w. pipe 257 providing and fixing square mouth s.w. gully trap grade a’ complete with c.i. grating brick masonry chamber with water tight c.i. cover with frame of 300 x300 mm size ( inside ) the weight of cover to be not less than 4.50 kg and frame to be not less than 258 100x100 mm size p type 259 with f.p.s. bricks class designation 75 260 providing and laying non pressure np2 class ( light duty ) r.c.c. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand ) including testing of joints etc. complete : 261 250 mm dia rcc pipe 262 constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) r.c.c. top slab with 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 grade 263 inside size 90x80 cm and 45 cm deep including c.i. cover with frame ( light duty ) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg ( weight of cover 23 kg and weight of frame 15 kg ) : 264 with f.p.s. bricks with class designation 150 265 inside size 120x90 cm and 90 cm deep including c.i. cover with frame ( medium duty ) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg ( weight of cover 58 kg and weight of frame 58 kg ) : 266 with f.p.s. bricks class designation 150 267 extra for depth for manholes : 268 with common burnt clay f.p.s. ( non modular ) bricks of class designation 150 269 size 120x90 cm 270 with common burnt clay f.p.s. ( non modular ) bricks of class designation 150 271 constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 ( 1 cement :4 coarse sand ) inside cement plaster 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand ) finished with a floating coat of neat cement foundation concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) and making necessary channel in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement, all complete as per standard design : 272 1.68 m deep with sfrc cover and frame ( heavy duty hd 20 grade designation ) 560 mm internal diameter conforming to i.s. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) including centering, shuttering all complete. ( excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately ) : 273 with common burnt clay f.p.s. ( non modular ) bricks of class designation 150 274 with common burnt clay f.p.s. ( non modular ) bricks of class designation 150 275 steel work welded in built up sections / framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 276 in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 277 providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand ) , joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 278 area of slab upto 0.50 sqm 279 area of slab over 0.50 sqm 280 extra for providing opening of required size & shape for wash basin / kitchen sink in kitchen platform, vanity counter and similar location in marble / granite / stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 281 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 but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended 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 ) . 282 all works above plinth level. 283 centering and shuttering including strutting, propping etc. and removal of form for : 284 platform & rcc shelves 285 mild steel or iron in plain work such as in reinforced concreted or reinforced brick work ( when not included in overall rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. bend hooks and authorized overlapping shall be measured. 286 providing and fixing aluminium work for louvers with extruded built up standard tubular sections / appropriate z sections and other sections of approved make conforming to is: 733 and is: 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 required 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. powder coated aluminium ( minimum thickness of powder coating 50 micron ) . 287 providing and fixing of health faucet including materilal, labour, t & p etc. complete. cat no. jaquar ale 583 288 ng clamp including complete in all respect as per engg incharge 289 boundrywall 290 earth work in trenches for foundation, pipes, cable etc in oridinary soil incl. lift up to 1.5 m and lead upto50 m & dressing of dides & ramming the bottom & disposal of surplus earth as per direction of e / i. 291 p.c.c. work with cement approved coarse sand and 40 mm gauge approved stone ballast in proportion of 1:4:8incl. cost of form work in foundation & floor. 292 class 150 brick work laid in 1:6 ( 1cement and 6 coarse sand ) in superstrecture including cost of all material and t&p etc required for proper completion of work. 293 class 150 brick work laid in 1:6 ( 1cement and 6 coarse sand ) in superstrecture including cost of all material and t&p etc required for proper completion of work. 294 r.c.c. work with cement approved coarse sand and 2cm gauge approved stone ballast in the proportion of 1:1.5:3 in rcc raft foundation and footing, excluding its fixing and binding wire and including necessary centering and shuttering etc and also including s / o all materials required for proper completion of the work. binding wire to be supplied by the contractor free of cost. 295 r.c.c. work with cement approved coarse sand and 2cm gauge approved stone ballast in the proportion of 1:1.5:3 in column, excluding its fixing and binding wire and including necessary centering and shuttering etc and also including s / o all materials required for proper completion of the work. binding wire to be supplied by the contractor free of cost. 296 r.c.c. work with cement approved coarse sand and 2cm gauge approved stone ballast in the proportion of 1:1.5:3, excluding its fixing and binding wire and including necessary centering and shuttering etc and also including s / o all materials required for proper completion of the work. binding wire to be supplied by the contractor free of cost. but in plinth beams in 1:1.5:3i.e. having spans upto 6 metres. 297 mild steel or iron in plan work such as reinforced concerte or reinforced brick work ( when not included in overall rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured up to floor two level. 298 mild steel or iron in small size and section such as grills etc wrought to required shape as necessary including bending and welding for proper completion of work and including supply of steel its wastage 299 c.c. work with cement approved coarse sand and 20 mm gauge approved stone ballast in proportion of 1:2:4incl. cost of form work in coping 300 12 mmplaster in 1 part cement and 6 part coarse sand incl. cost of all material and t&p etc reqd. for proper completion of work 301 15 mmplaster in 1 part cement and 6 part coarse sand including cost of all material and t&p etc required for proper completion of work 302 finishing of wall with water proofing cement paint of approved quality two coat and required said on under coated wall including 1 coat white cement priming to give an even shade after throughly brushing the surface etc. complete 303 providing and fixing of expansion joint system related with wall joint ( internal / external ) location as per drawings and direction of engineer in charge. the joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per astm b221 02. the material shall be such that it provides an expansion joints system suitable for vertical wall to wall / wall to corner application, both new and existing construction in office buildings & complexes with no slipping down tendency amongst the components of the joint system. the joint system shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. ( material shall confirm to astm 6063 ) . 304 painting 2 coats over one primer coat over new steel workincluding cost of all material and t&p etc required for proper completion of work 305 filling by carted earth from a distance at site, in trenches, plinth, sides of foundation etc. inlayers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering including lead upto 50 m & lift upto 1.50m. 306 the rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer in charge. ( structural frame work including m.s. plate to be provided separately. rectangular area of the sheet only shall be measured for payment ) .overhead informatory road signage 307 the boards will be fixed to 1 no. 50x50 mm square post made of m.s. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti theft arrangement .sheet work to be painted with two or more coats of synthetic enamel paint over an under coat ( primer ) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of engineer in charge. 308 boundrywall 309 1.68 m deep with sfrc cover and frame ( heavy duty hd 20grade designation ) 560 mm internal diameter conforming toi.s. 12592, total weight of cover and frame to be not less than182 kg. fixed in cement concrete 1:2:4 ( 1 cement : 2 coarsesand : 4 graded stone aggregate 20 mm nominal size ) including centering, shuttering all complete. ( excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately ) : 310 with common burnt clay f.p.s. ( non modular ) bricks of classdesignation 7.5 311 extra depth for circular type manhole 1.22 m internal dia ( at bottom ) beyond 1.68 m to 2.29 m : 312 with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 313 providing and laying hdpe pipewith 10 kg pressure including all assesaries such as valve, service saddle, tee band and trenching, backfilling , shifting of line , making chamber , jointing of pipe with butt fusion and testing complete as per desiser of engineer in charge. 314 160 mm 315 110 mm 316 90 mm 317 constructing masonry chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 ( 1 cement : 4 coarse sand ) for sluice valve, with c.i. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside ) with chained lid and rcc top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 318 with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 319 with f.p.s. bricks class designation 75 320 0.00 to 1.0 m depth 321 providing and fixing 3 layer pp r ( poly propylene random copolymer ) pipes, u v stabilized & anti microbial fusion welded, having thermal stability for hot & cold water supply, including all pp r plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of engineer in charge. 322 pn 16 pipe, 32 mm od ( sdr 7.4 ) 323 pn 16 pipe, 40 mm od ( sdr 7.4 ) 324 pn 16 pipe, 50 mm od ( sdr 7.4 ) 325 providing and fixing gun metal gate valve with c.i. wheel of approved quality ( screwed end ) : 326 32 mm nominal bore. 327 40 mm nominal bore. 328 50 mm nominal bore. 329 providing and fixing c.i. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) : 330 100 mm diameter 331 class i 332 constructing masonry chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 ( 1 cement : 4 coarse sand ) for sluice valve, with c.i. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside ) with chained lid and rcc top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 333 drain 334 earth work in excavation in trenches for foundations pipes cable etc in ordinary soil ( loan clay or sand ) including lift upto 1.5 m. lead upto 50m and dressing of sides and rammings of bottom and disposal of surplus exdavated earth as directed by the engineer i / c within a lead of 50m. 335 providing and laying in cement concrete 1:4:8 ( 1 cement 4 coarse sand :8graded stone aggregate 40 mm nominal size ) and curing complete, including cost of form work, in foundation and floors. 336 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 but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended 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 ) . 337 all works upto plinth level. 338 centering and shuttering including strutting, propping etc. and removal of form for: 339 foundations, footings, bases of columns, etc. for mass concrete 340 walls ( any thickness ) including attached pilasters, butteresses, plinth and string courses etc. 341 suspended floors, roofs, landings, balconies and access platform 342 mild steel or iron in plain work such as reinforced concrete or reinforced brick work ( when not included in an over all rates ) wrought to required shaoe as necessary including bending for proper completion of the work and including supply of steel. its wastage bend, hookes and authorised averlapping shall be measured upto floor two level. 343 cc road 344 preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 345 extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density ( proctor density ) . 346 class 150 brick work in 1:6 cementand coarse sandmortar in foundation and plinth including supply of all materials, labour tools and plants, etc. required for proper completetion of the work. 347 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 ( 1 cement: 4 course sand ) . 348 providing and laying cement concrete 1:4:8 ( 1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size ) including supply of all materials, labour and t&p etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 349 construction of granular sub base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at omc, carriage of mixed material byippers 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 perpecifications and directions of engineerin charge with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 350 providing and laying c.c. pavement of mix m 25 with ready mixed concrete from batching plant. the ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of engineer incharge 351 cutting andmaking expansion joint size of 8mm width and 18 20 mm deep in rcc road through to heavy duty rcc cutting machine and filling polysulphide sealent in expansion joint size of 8 mm wide and 3 mm depth including sealent 8mm x 15 mm with debounding strips as per direction of engineer in charge. 352 providing and laying at or near ground level factory made kerb stone of m 25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 ( 1 cement: 3 coarse sand ) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5mm ) , including making drainage opening wherever required complete 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 engineer in charge ) . 353 providing and laying factory made coloured chamfered edge cement concrete paver blocks of required strength, thickness & size / shape, made by table vibratory method using pu mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer’s specifications & direction of engineerin charge. 60mm thick c.c. paver block of m 35 grade with approved colour, design & pattern. 354 mild steel or iron in plain work such as reinforced concrete or reinforced brick work ( when not included in an over all rates ) wrought to required shaoe as necessary including bending for proper completion of the work and including supply of steel. its wastage bend, hookes and authorised averlapping shall be measured upto floor two level. 355 landscape & horticulture 356 trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water ( excluding cost of imported earth, sludge or manure ) . 357 supplying and stacking of good earth at site including royalty and carriage up to 1 km ( earth measured in stacks will be reduced by 20% for payment ) . 358 supplying and stacking at site dump manure from approved source, including carriage up to 1 km ( manure measured in stacks will be reduced by 8% for payment ) : screened through sieve of i.s. designation 16 mm 359 fine dressing of the ground 360 mixing earth and sludge or manure in the required proportion specified or directed by the officer in charge.. 361 grassing with selection no.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed ( the good earth shall be paid for separately ) . 362 with grass turf 363 preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 ( 8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8% ) , flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete ( cost of sludge, manure or extra earth to be paid for separately ) . 364 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 ) : 365 holes 90 cm dia, and 90 cm deep 366 supply of plants 367 providing and displaying foxtail palm plant well developed with fresh & healthy foliage of ht. 210 to 240 cm in big 40 cm cement pot as per direction of the officer in charge. 368 supply and stacking of plant thuja compacta of height 75 90 cm., conical shaped, well formed with healthy foliage in earthen pots of size 30 cm as per direction of the officer in charge. 369 jhuepesons 370 providing and displaying washingtonia filifera palm plant well developed 90 to 105 cm ht. having 5 to 6 straight fresh and healthy leaves in 35 cm cement pot as per direction of the officer in charge. 371 providing and displaying phoenix roebelenii palm plant well developed having 20 to 25 fresh & healthy leaves 90 to 105 cm ht. in 30 cm cement pot as per direction of the officer in charge. 372 providing and displaying bismarkia palm plant 115 to 180 cm ht., well developed 12 and above good color fresh and healthy leaves in 40 cm cement pot as per direction of the officer in charge. 373 providing and displaying cycus cirsnallis plant well developed with fresh & healthy 35 to 40 lush green leaves in 40 cm cement pot as per direction of the officer in charge. 374 providing and displaying topiary plant of ficus nuda well developed with fresh & healthy foliage from top to bottom with single piller 75 to 90 cm spread, 195 to 210 cm ht. in 35 cm cement tray / cement pot as per direction of the officer in charge. 375 supply and stacking of grevillea robusta ( silver oak ) plant of height 150 165 cm. in big poly bags of size 25 cm as per direction of the officer incharge. 376 supply and stacking of plumeria acutifolia plant of height 150 165 cm. with 3 4 branches in big size hdpe bag as per direction of the officer in charge 377 f. bajarina 378 supply and stacking of chorisia speciosa plant of height 150 165 cm. in big poly bags of size 25 cm as per direction of the officer in charge. 379 supply and stacking of polyalthia pendula ( ashok pendula ) plant of height 180 195 cm. in gunny bag of size 30 cm as per direction of the officer incharge. 380 teeona gemi chari 381 supply and stacking of polyalthia longifolia ( ashok ) plant of height 180 195 cm. in gunny bag of size 30 cm as per direction of the officer incharge. 382 banhina 383 group of flower shrubs ie hibisens, exera, f. stanlight, callandra, teeoma capansis ratki etc 384 surearia 385 hansphar 386 providing and displaying of areca palm plant, having ht. 2.40 m to 2.70 m with 12 to 14 suckers, well developed, fresh and healthy with lush green foliage in 35 cm size of bucket type cement pots & as per direction of the officer in charge. 387 providing and displaying of raphis palm specimen plant, having ht. 1.50 m to 1.65 m with 40 to 50 lush green suckers, well developed, fresh & healthy foliage leaves in 40 cm size of earthen pot / chali / tray & as per direction of the officer in charge. 388 flowering & indoor potted plants in 10 earthern pots 389 earth work in trenches for foundation, pipes, cable etc in oridinary soil incl. lift up to 1.5 m and lead upto50 m & dressing of dides & ramming the bottom & disposal of surplus earth as per direction of e / i. 390 extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. all kinds of soil 391 below ground 1.5 to 3.00 m 392 below ground 3.0 to 4.5 m 393 below ground 4.5 to 6.0 m 394 below ground 6.0 to 7.5 m 395 below ground 7.5 to 9.0 m 396 below ground 9.0 to 10.5 m 397 providing and laying cement concrete 1:4:8 ( 1cement :4 coarse sand :8graded stone aggregate 40 mm. nominal size ) including supply of all materials, labour and t&p etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 398 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 but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended 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. 399 all works up to plinth level. 400 all works above plinth & up to floor v level. 401 centering and shuttering including strutting, propping etc. and removal of form for : 402 foundations, footings, bases of columns, etc. for mass concrete 403 walls ( any thickness ) including attached pilasters, butteresses, plinth and string courses etc. 404 suspended floors, roofs, landings, balconies and access platform 405 lintels, beams, plinth beams, girders, bressumers and cantilevers 406 columns, pillars, piers, abutments, posts and struts 407 class 150 brick work in 1:6 cementand coarse sandmortar in foundation and plinth including supply of all materials, labour tools and plants, etc. required for proper completetion of the work. 408 class 150 brick work in 1:3 cementand coarse sandmortar in foundation and plinth including supply of all materials, labour tools and plants, etc. required for proper completetion of the work. 409 class 150 brick work in 1:6 cementand coarse sandmortar in superstructure including supply of all materials, labour tools and plants, etc. required for proper completetion of the work 410 mild steel or iron in plain work such as in reinforced concreted or reinforced brick work ( when not included in overall rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. bend hooks and authorized overlapping shall be measured. 411 12 mm cement plaster in single coat on smooth side of single or half brick wall for interior plastering upto floor two level including brick wall for interior plastering upto floor two level including internal rounded angles chamfers and / or rounded angles not exceeding 80mm in girth and finished evenand smooth no. extra for mixing and additive. ( iii ) 1cement :6 c. sand 412 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80mm in girth and finished even and smooth ( i ) 1 cement: ( iii ) 1 cement: 6 coarse sand 413 6 mm cement plaster of mix :1:3 ( 1 cement : 3 fine sand ) in ceiling of rcc roof or beam. 414 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade : new work ( two or more coats applied @ 1.43 ltr / 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg / 10 sqm ) 415 providing and fixing 1 mm thick m.s. sheet door with frame of 40x40x6 mm angle iron and 3 mm m.s. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. using m.s. angels 40x40x6 mm for diagonal braces 416 supplying and fixing rolling shutters of approved make, made of required size m.s. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to is: 4454 part 1 and m.s. top cover of required thickness for rolling shutters. 80x1.25 mm m.s. laths with 1.25 mm thick top cover 417 providing and fixing ball bearing for rolling shutter 418 providing and fixing stainless steel ( grade 304 ) railing made of hallow tubes, chanells, plates etc. including welding grinding buffing, polising and making corvechare ( wherever required ) and fitting the same with necessary stainless steel nuts and bolts complete, i / c fixing railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc. of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of engineer in charge. ( for payment purpose only weight of stainless steel members shall be considered excluding fixing assessories such as nuts, bolts, fasteners etc. 419 painting 2 coats over one primer coat over new steel workincluding cost of all material and t&p etc required for proper completion of work 420 providing and laying brick coba 12 mm thick laid with m 150 class brick bat coba 7.50 cm thick with gap of 15 mm to each other, over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aerelic cement concrete water proofing compound filled gaps of coba & top of coba mortarmixedwithwater proofing compound in 1:4 cement and coarse sand mortar finfished smooth & top mashed false square 30 x 30 cm and side wall parapet shall be monotythic plaster wall upto 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including s / o all material, labour, t&p etc complete for proper completion of work. 421 providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to is:2645 in recommended proportions with a gap of 20 mm ( minimum ) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by engineer in charge : using rough kota stone. 422 planning, design, engineering, procurement, construction, installation, testing, commissioning and thereafter operation & maintenance for 120 months of stp & etp with all allied works of 1.00 mld capacity 423 planning, designing, engineering, construction, procurement, installation, testing, commissioning, trial of proposed1.0 mld sewerage treatment plant ( stp ) including civil, mechanical, electrical and instrumentation works for stp sub units namely – oil and grease traps, equalization tank, equalized effluent transfer pump house, ph correction tank, chlorination tank, chemical dosing tanks ( lime, feso4, polymer, urea , dap etc. etc ) , parshal flume, fine screen & chamber, gritchamber, flashmixer, clariflocculator, aeration tank, secondary clarifier, chemical sludge sump, biological sludge sump, dewatering polymer dosing ( chemical sludge ) , dewatering polymer dosing ( biological sludge ) , chemical & biological sludge pump house, flash mixer beforefiltration, deep bed filters, chlorination tonner house, chemical & biological centrifuge house, sludge drying bed, chemical house, chemical & biological storage area, backwash tank, filtered effluent storage tank, internal road parking, boundary wall, horticulture works, campus lighting, flow meters, all pumping machinery such as equalized lifting pumps, clarifier mechanism both for primary and secondary clarifier, machinery for flash mixers, air blowers, chlorine tonner, pumping machinery for pumping of biological and chemical sludge, pumping of treated water effluent, rising main from treated effluent sump to the nearby drain with sluicevalves , non return valves, air valves and other accessories including connection to recycling network, water supply service line for providing water supply to all units wherever required, all ht, lt panels their rooms for air blowers etc., including bye pass arrangement & trial run during the stabilization period. the scope of work also includes the construction of boundary walls, roads & pathways, landscape & horticulture, and campus lighting etc. at stp site. civil, mechanical, electrical required for proper performance shall form the part of the scope complete in all respect. 424 planning, designing, engineering, construction, procurement, installation, testing, commissioning, trial of proposed1.0 mld sewerage treatment plant ( etp ) including civil, mechanical, electrical and instrumentation works for stp sub units namely – oil and grease traps, equalization tank, equalized effluent transfer pump house, ph correction tank, chlorination tank, chemical dosing tanks ( lime, feso4, polymer, urea , dap etc. etc ) , parshal flume, fine screen & chamber, gritchamber, flashmixer, clariflocculator, aeration tank, secondary clarifier, chemical sludge sump, biological sludge sump, dewatering polymer dosing ( chemical sludge ) , dewatering polymer dosing ( biological sludge ) , chemical & biological sludge pump house, flash mixer beforefiltration, deep bed filters, chlorination tonner house, chemical & biological centrifuge house, sludge drying bed, chemical house, chemical & biological storage area, backwash tank, filtered effluent storage tank, internal road parking, boundary wall, horticulture works, campus lighting, flow meters, all pumping machinery such as equalized lifting pumps, clarifier mechanism both for primary and secondary clarifier, machinery for flash mixers, air blowers, chlorine tonner, pumping machinery for pumping of biological and chemical sludge, pumping of treated water effluent, rising main from treated effluent sump to the nearby drain with sluicevalves , non return valves, air valves and other accessories including connection to recycling network, water supply service line for providing water supply to all units wherever required, all ht, lt panels their rooms for air blowers etc., including bye pass arrangement & trial run during the stabilization period. the scope of work also includes the construction of boundary walls, roads & pathways, landscape & horticulture, and campus lighting etc. at stp site. civil, mechanical, electrical required for proper performance shall form the part of the scope complete in all respect. 425 estimate for 300mm x200 mm dia tube well drilled by rotary rig to a depth of 350 meter below ground level with 800 lpm submersable pump set and pipe line work 426 transportation of heavy rig machine 1 job 427 erection and dismantling of rig machine 428 water suply charge ands and driling machine. 429 drilling 200mm dia bore hole in alluvium other than rock, sand stone & boulder formations: from g.l. to 350 m 430 reaming of 200 mm dia pilot bore to 675 mm dia bore: from g.l. to 130 m. 431 washing of bore hole. 432 electric loging of bore hole by electric logger. 433 providing & lowering of assembly pipe including cutting & welding by providing a collar: 434 300 mm dia ms erw housing pipe having wall thickness 7 mm. 435 300 mm dia ms erw slotted pipe having wall thk. 8.00 mm. 436 providing and fixing well cap , reducer, clamp, centre guide & bail plug. 437 providing and packing the bore hole with suitable size of pea gravel. 438 development by high velocity jetting toughter with air compressor: 439 transportation of air compressor 440 erection of air compressor 441 runing of air compressor 442 development of tubewell by o.p. unit 443 transportation of o.p. unit 444 erection of o.p. unit 445 development of tubewell by o.p. unit 446 water testing chemical and bactriological 447 supply and installation of 800 lpm discharge submersable pump complete 448 100 mm pipe line work to connect tubewell...
38150197 maintenance of electronic installation and fans, pumps, dg set, 20 kva for guest house and 40 kva for water supply, stp plant at gpra, kendranchal colony with cpwd guest house, bada lalpur, varanasi year 2023 24....
37247412 tender for supply of materials for the construction and other works: brick, cement, sand, rebar, hume pipe, dala gitti, zig zag brick, spare parts for hand pump repair including mud washing / solar light / high mask light / street light / electrical wiring / sign board stone / iron grill / paint / putty / distemper / primer hand pump rebar / dustbin / sweeper kit / tiles, cc road / interlocking brick / wheel chair / cooler , inverter cc camera, computer, laptop, stationary, summerbulb, dyeing painting, a.c., stabilizer, cfl, gate, water tank, slab, panchayat bhavan, stationery material, r.o. rates are invited for supply of plant, plastic back, open gym, computer material etc....
37219378 tender for supply of materials for construction and other works: brick cement, sand, rebar, hume pipe, dala, ballast, zig zag brick, soil, transportation including spare part for hand pump repair / solar light / high mask light / street light / electrical wiring / signboard stone / iron grill / paint / putty / distemper / primer hand pump rebar / dustbin / safai karmi kit / tiles, c.c. road interlocking brick wheelchair / cooler, inverter, cc camera, computer, laptop, stationary, summersable, painting, a.c., stabilizer, cfl, gate, water tank, slab, panchayat bhavan, stationery material, r.o. invited for the supply of plant, plastic bank, open gym, computer material, liquid waste etc. ...
37200597 tender for supply of materials for construction and other works: brick, cement, sand, rod, ballast, morang, hume pipe, interlocking brick, solar light, street light, cleaning kit, spraying machine, r.o. supply of plants, toilet sheets and other essential materials...
36917237 procurement of sf6 gas filling and handling plant(sf6 gas dilo machine) for filling, evacuating and top up of sf6 gas in 400kv and 220kv circuit breakers , sf6 gas filling &handling plant(sf6 gas dilo machine) technical specifications 1. capable for filling, recovery and purification of sf6 gas. 2. plant should be compact and mobile on solid tyre wheels to facilitate the easy movement on uneven and gravel ground. 3. plant should be equipped with its storage cylinder(interna l storage tank of22.5 kg available.) along with shut off valve and weighing facility, 4. vacuum pump should be capable to evacuate the vessel less than1.3 milibar within minimum possible time along with nrv facility to prevent the reversal of gas, 5. compressor should be robust and 1.3 m3/hr oil free and capable to deliver minimum 35bar. so that sf6gas can be stored in liquid from at high ambient temperature i.e.up to 45 or 46degree c., 6. purifying filters of sf6 should be in the range of 0.1 microns along with facility of modular replacement of filter., 7. plant should be able to run on220 250v ac,50hz supply. 8. plant should be complete with necessary accessories i.e. sufficient length of power cards, connecting hose (other specification as enclosedin tender documents)...
36497914 procurement of pressure parts and piping items for barh stpp procurement of pressure parts and piping items for barh stpp i (3x660 mw) , supplies of plant & equipment w.r.t. pressure part items for barh stage i listed in chapter iv (part a) of technical specification (section vi) , supplies of plant & equipment w.r.t. piping items for barh stage i listed in chapter iv (part a) of technical specification (section vi) => limited...
36022741 tender for supply of plants, repair of toilet, construction of ticket room in park, supply of flower plants, construction of pedestal, planter....
35551259 supply of plant stress kit department of plant physiology, institute of agricultural sciences, bhu, varanasi => limited...
34469773 tender for supply of plants in 16 earthen tray, foliage plant in 14 cement pots well developed, foliage plant in 12 cement pots well developed, foliage plant in 10 earthen pots well developed, foliage plant in 8 earthen pots well developed, deferent variety of trees shrubs ground covers in polythene bag, deferent variety of tree shrubs ground covers in earth ball, grass....
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33342866 supply of plants....
33252679 supply of plants ....
33246478 supply of plant....
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32801760 tender for supply of plants....
32783273 plantation of different type plants under etd hardoi plantation of various different type plants alongwith supply of plants at different s / s and different places under etd hardoi...
32783245 plantation of various different type plants alongwith supply of plants at different s / s and different places under etd lakhimpur...
32783229 plantation of various different type plants under etd shahjahanpur plantation of various different type plants alongwith supply of plants at different s / s and different places under etd shahjahanpur...
32783212 plantation of various type plants under etd sitpaur plantation of various different type plants alongwith supply of plants at different s / s and different places under etd sitapur...
32728633 supply of plant and grass and plantation work....
32728625 supply of plant and plantation work....
32371214 supply of plants...
32044762 bids are invited for supply of plants/plantation and it’ s maintenance for one year including supply of consumables items (q3) total quantity : 1...
30452826 bids are invited for plant species supply of plant species total quantity : 1...
30323362 supply of plant and tree plantation work....
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30319906 tender for beautification, supply and plant grass and ornamental plants....
30319863 supply of plant and tree plantation work....
30319815 tender for beautification, supply and plant grass and ornamental plants....
30319805 tender for beautification, supply and plant grass and ornamental plants....
30319797 tender for beautification, supply and plant grass and ornamental plants....
30319791 tender for beautification, supply and plant grass and ornamental plants....
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30319760 supply of plant and tree plantation work....
30319759 tender for beautification, supply and plant grass and ornamental plants....