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List of latest ot-table-hydraulic Tenders in Indian Tenders. Click on any ot-table-hydraulic Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for ot-table-hydraulic Tenders.

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State Government

TRN :49069050 | 20 May, 2025

Tender Value : 26.07 Lacs

Bikaner - Rajasthan

Tender for tender for work no 07 ward no. 27: paver block laying work from ramkaran jat to satyanarayan bhatis house and nearby link lanes, from satyanarayan saraswats house to omji malis house and nearby link lanes, from shivji nais house to jagdish kumars house and nearby link lanes, from pawan chhajeds house to vikas bothras house and nearby link lanes and from kannu ranka to kundan mal golchhas house, bikaner. - 1 excavation incutting in soil by manual means with lead upto 50m excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per morth specification clause 301.3 2 carriage of earth sand lime morumsluge, building rubbish etc.incl. loading unloading up to lead of 5 km. 3 construction of granular sub-base by providing well graded material, in uniform layers on prepared surface and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401for lead of granular material upto 20 kms. (compacted thickness as specified to be measured ). for grading iii material 4 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheelroller80-100kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per morth specification clause 404. using crusher borken aggregatesby manual means 5 providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base (wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502 6 providing and applying tack coat with bitumen emulsion (rs-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503. 7 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511by manual means (vg-30) 8 20mm thick open-graded premix carpet using bituminous (viscosity grade /modified bitumen) binder providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen oremulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510.bymanual means bitumen (vg-30) 9 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 10 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.m20 grade nominal mix 1: 1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 11 providing and laying ofpaver block as per is 15658 : 2006 (indian standard for precast concrete block for paving- specification) and irc : sp:63-2004 (guidelines for the use of interlocking concrete block pavement)m-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, embankment slopes, sand stabilization area etc.( as per table 1 ofis 15658:2006 category a denated units to key into each other on four faces zigzag shape as per irc sp 63:2004

State Government

TRN :49069074 | 15 May, 2025

Tender Value : 3.68 Crore

Madhopur - Rajasthan

Tender for tender for major repair and modernization of existing emrs barnala (raj) - 1 earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 sqm on plan including disposal of excavated earth up to 50 mtr. and lift up to 1.5 mtr. disposed soil to be levelled and neatly dressed : all kinds of soil 2 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 3 supplying and filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand 4 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 5 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. 6 providing and laying in position specified grade ofcement concrete forall 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 providing m-25 grade concrete by usingcement as per codal provision instead ofm-20 grade design mix. 7 random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in:nt mortar 1:6 ( 1-cement : 6-sand). 8 anti termite treatment of floor using imidacloprid 30.5% ec non repellent, odorless, low dose, environmentally safe terniticide with rapid action non corrosive stain free, by drilling 12mm diameter holes 300mm apart injecting the emulsion as per specification and plugging with cement mortar 1:2 ( 1 cement : 2 coarse sand) in the whole floor area dpe 12mm dia termitube system with required number of junction boxes are to be installed. the termitube will run all along the perimeter wall both inside and outside. in the middle area the termitube to be installed at an interval of 1.00 mtr. or less both ways as required with sufficient number of junction boxes to pump the emulsion. after successful testing of termitube, pesticide emulsion of imidacloprid 30.5% ec mixed with water in the ration of 1:474 will be pumped by a motorized spray pump from the junction box in specified manner. the plinth area of the area treated will be measured for payment. 9 centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : columns, pillars, posts and struts etc. 10 centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 11 providing and laying in position specified grade ofcement 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 reinforcementfor 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 mixproviding m-25 grade concrete by usingcement as per codal provision instead ofm-20 grade design mix. 12 providing and laying in position specified grade ofcement 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 reinforcementfor 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 13 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) thermo-mechanically treated bars (conforming of relevent is code) 14 brick work with f.p.s. bricks of class designation 75 in superstructure above plinth level upto floor v level in all shapes and sizes in : cement mortar 1 : 4 (1 cement : 4 coarse sand) 15 half brick masonry in superstructure , above plinth level upto floor vlevelusing bricks of designation 75cement mortar 1 : 4 (1 cement : 4 coarse sand) 16 carriage of materials:earth,sand ,line morrum,manure or sludge , lead up to 5km 17 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. 18 random rubble dry stone kharanja under floor. 19 p & f 1st quality heavy duty vitrified double charged 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. size600 mm x 600mm 20 rough chisel dressed sandstone 35 mm thick flooring of approved shade setover 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointingwith cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects : red sand stone (karauli stone) 21 providing and fixing marble stone flooring table rubbed, 15-18 mm thick over 20mm (av.) thick base of cm 1:4 (1 cement : 4 coarse sand) jointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. slabs bhaislana,abu,kishangarh zebra(black marble) above 3601 cm2 slabs 22 extra for providing edge moulding to 15-18mm thick marble/ granite/kota stone counters, vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by engineer-in-charge. granite/kota stone work full edge moulding 23 plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 20mm thick . 24 extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. 25 6 mm thick cement plaster to ceiling of mix1:3 (1cement : 3-fine sand) 26 providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to is : 13753 & is :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 27 providing and fixing ist quality mat finished ceremic tile size 300x300mm confirming to is : 13753 coloured tile expect white, grey, ivory, fume red brown in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry including nicely finished joints using water proof joint filler power (untile or roffe make) and finishing with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster). 28 providing and fixing pressed steel door frames confirming to is 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applyinga coat of approved steel primer after pre-treatment of the surface including filling with cc 1:2:4(m15 grade) complete as directed by engineer-in-charge :profile c 29 providing and fixing external grade board solid core single leaf flush door shutters isi 2202-67 marked using phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure a: 35 mm thick commercial veneer both side 30 providing and fixing factory made p.v.c. door frame of size 50x47mm with a wall thickness of5mm, made out of extruded 5mm rigid pvc foam sheet mitred at corners and joined with 2 nos. of 150mm long brackets of 15x15mm m.s. square tube, the vertical door profiles to be reinforced with 19x19mm m.s. square tube of 19 gauge, epdm rubber gasket weather seal to be provided through out the frame. the door frame to be fixed to the wall using m.s. screws of 65/100mm size complete as per manufacturers specification and direction of engineer-in-charge. 31 providing and fixing to existing door frames. 30mm thick factory made solid panel pvc door shutter consisting of frame made out of m.s. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles and 15 mm x15mm , top & bottom rails. m.s .frame shall have a coat of steel primers of approved make and manufacture m.s. frame covered with 5mm thick heat moulded pvc ‘c channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45 degree angle on either side forming stiles; and 5mm thick, 95mm wide pvc sheet out of which 75 mm shall be flat and 20mm shall be tapered in 45 degreeon the inner side to form top and bottom rail and 115mm wide pvc sheet out of which 75 mm shall be flat and 20mm shall be tapered on both sides to form lock rail. top bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2) thick, 20mm wide cross pvc sheet shall be provided as gap insert for top rail & bottom rail. panelling of 5mm thick pvc sheet to be fitted in the m.s. frame welded/ sealed to the stiles & rails with 7mm (5mm +2mm) thick x 15mm wide pvc sheet bending on inner side, and joined together with solvent cement adhesive. an additional 5mm thick pvc strip of 20mm width is to be stuck on the interior side of the ‘c channel using pvc solvent adhesive etc. complete as per direction of engineer-in-charge, manufacture’s specification & drawing.(for w.c.and bathroom door shutter). 32 providing and fixing of upvc casement openable windows (outward / inward): outer frame made from the extruded upvc windows profile section of size 60w x 60h mm having outer wall thickness of 2.5mm (+/- 0.2mm) and three chamber constuction, white in finish, duly reinforced with 1.5mm thick gi section. all the four corners shall be mitered cut & thermal welded so as to form window frame. frame shall be milled with drain and air equalizer hole in order to be water tight and for drainage of accumulated water, if any, to outer side. fix mullion made of 60w x 80h mm upvc profile section with steel reinforcement shall be provided in windows having 2 or more openable shutters, as per the requirement. frame shall have co-extruded with epdm/tpe-e gasket fitted in in-built groove of frame profile for proper air & sound insulation of the shutter.the shutter of outward openable window shall be made of size 60w x 74h mm and shutter of inward openable window shall be made of size 60w x 77h mm extruded 3 box multi-chamber upvc window profile section of white colour having outer wall thickness of 2.25mm (+/- 0.2mm) provided with reinforcement of 1.5mm thick gi section duly mitered cut & thermal welded at all corners and fitted with upvc glazing bead of size 36 x 20mm with inner and outer co-extruded epdm/tpe-e weather seal gasket alongwith 6mm thick isi make plain float glass. all welding joints of frame and shutter shall be cleaned and milled with the cnc mechainism to provide uniform grooved finish on all visible jaints. hardware: window shutter are fixed with frame on 2.5mmthick ss301 grade friction hinge system to keep the window opened at desired angle. friction hinge also enables easy cleaning of glass on both side from the inside of building. 33 providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete new plastered surface (three or more coats) 34 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding:two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect. 35 painting exterior surface ofwallwith 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 provisionnew work 36 painting with synthetic enamel paint of approved brand and manufacture togive an even shade :two or more coats on new work 37 french sprit polishing : two or more coats on new work including a coat of wood filler 38 providing and fixing stainless steel railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). grade 304 39 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 40 grading roof for water proofing treatment withwater proffing compound cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 41 providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 42 providing & laying broken glazed titles on roof ( broken glazed tilesnot less than 9 kg/sqm) on top of hot bitumen @ 1.7 kg/sqm. (1.40 kg ofvg-40 (30/40 )grade and 0.30 kg/sqm. ofvg-10 (80/100) grade) and joints filled with cement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of engineer-in-charge. 43 providing and fixing in position collapsible steel shutters with vertical m.s. channels 20 x 10 x 2mm and bracket with flat iron diagonals 20 x 5mm. size with top and bottom rail of t-iron 40 x 40 x 6mm. with 40mm dia steel pulleys/ball bearing complete with bolts, nuts locking arrangements inside and outside stoppers, handles etc. as per specification including applying a priming coat of approved steel primer. (to be measured and paid as per outer dimension). 44 making grooves as per design in plaster 10mm to 20mm wide. 45 making khurras 450 x 450mm with average minimum thickness 50mmcement concrete 1 : 2:4 over p.v.c. sheet 1 mtr. x 1 mtr. x 40micron finished with 12mm cement plaster 1 : 3 and onecoat of neat cement, rounding edges and making and finishing the out let complete. 46 providing and laying damp-proof course with cement concrete grade m-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . 50mm thick. 47 filling of sunk portion of roof with earthen pots of required height including filling voids with 1:3:6 light concrete, using brick batscomplete levelling and dressing the surface by 50mm thick cement concrete 1:2:4 as per specification. 48 providing and laying water proofing treatment in sunken portion of wcs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (i) first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @0.253 kg//sqm .this layer will be allowed to air cure for 4 hours. (ii) second layer of slurryof cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm this layer will be allowed to air cure for4 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. 49 providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with c.p. brass screws and wooden plugs, etc., wherever necessary complete: 20 mm 50 providing and fixingaluminum workfor 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 thedirections of engineer- in – charge .(glazing and paneling to be paid for separately). for fixed portionpolyester powder coating aluminum( minimum thickness of powder coating 50 micron) 51 providing and fixing 12 mm thick prelaminated three layer medium density (exterior grade ) particle board grade i, type ii conforming to is : 12823 bonded formaldehyde synthetic resin ,of approved brand and manufacture in paneling fixed in aluminium doors ,windows shutters and partition frames with c.p. brass / stainless steel screws etc. complete as per architectural drawings and direction of engineer-in-charge. pre-laminatedparticleboardwithdecorativelaminationononesideandbalancinglaminationonotherside. 52 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 basicitem.) with float glass panes of 5.0 mm thickness ( weight not less than 13.50 kg/sqm) 53 providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. 54 providing and fixing sun control film, thickness of film 1 mil visible light transmittance 4-24% & solar energy transmittance 42-51% & total solar energy rejection 37-43%of approved colour and shade , complete in all respect , at all level , as directed by engineer- in -charge. 55 providing and fixing double action hydraulic floor spring of approved brand and manufacture is : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece m.s. 56 s&f fixed wire gauge of stainless steel of 14 mesh x 24 gauge to the aluminium window by aluminium beading 20x3mm with suitable screws not exceeding 150mm distance at all heights with all lead and lift with scafolding. 57 p & f indian type white glazed vitreous china 1st quality w.c. orissa pan (is :2556 mark) with 100 mm vitreous china p or s trap including cutting and making good the wall and floor:size 530x410mm. 58 p & f european type white glazed vitreous china 1st quality double syphonic w.c (is :2556 mark) with p or s trap including cutting and making good the wall and floor 59 p & f 15 mm. dia connection pipe of approved quality/make :600 mm dia 60 p & f kitchen & lab. sink of approved make with c.i. brackets duly painted, 40 mm c.p. waste coupling, c.p. brass chain with rubber plug, 40 mm g.i. waste pipe up-to floor level complete including cutting and making good the wall & floor : fire clay glazed kitchen sink (i.s 771-1985marked) size 600 x 450 x 250mm. 61 p & f full-way valve (is:778 mark) or wheel valve of approved make : 62 gun-metal 15mm nominal bore. 63 gun-metal 25mm nominal bore. 64 p & f looking mirrors with p.v.c. frame of approved (atul modi guard saint gobin or equivalent)size 500 x 400 mm 65 p & f towel rail or ring of approved quality/ make: 66 c.p. brass towel rail with brackets 600x 20 mm 67 c.p. brass towel ring revolving type 68 p & f grating of approved quality /makestainless steel sheet size 125 mm diaheavy quality of approved make 69 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes (is 15778 : 2007 code) having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge. (concealed work including cutting chases and making good the walls etc.,) 70 15mm dia nominal bore 71 25mm dia nominal bore 72 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes (is 15778 : 2007 code) having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings, this included jointing of pipes & fittings with one step cpvc solvent cement , trenching refilling & testing of joints complete as per direction of engineer in charge.(external work). 73 15mm dia nominal bore 74 25mm dia nominal bore 75 p & f bib cock (is : 8931 mark), superior quality of approved make: c.p. brass bib cock, 15 mm nominal bore 76 p & f stop cock (is :8931 mark), superior quality & of approved make: c.p. brass 15 mm nominal bore. 77 p&f soap dish or tray of approved quality/ make. c.p. brass heavy and superior quality 78 p&f bath shower of approved quality/ make . c.p. brass of heavy & superior quality 150mm. 79 p & f inlet connection (angle valves) superior quality, of approved make, for wash basin, gyser etc. c.p. inlet connection 15 mm brass (is:8931 marked)with 60 cm long thread and nut. 80 p & f ball cock (is :1703 mark) with rod & p.v.c. ball complete : brass wt.400 gm,15mm. 81 p & f pvc storage tank (is : 12701marked indicating the bis license no), of approved make with cover, 25mm dia 1m long g.i. over-flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 1000 litres capacity. 82 hoisting charges for each floor : 83 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. depth up to 0.5 m 84 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. size 450 x 450mm depth upto0.5 m cement cover with frame 85 construction of septic tank in all types of soil with 40 cm .thick masonry in cm 1:6, 15 cm thick c.c bed of 1:5:10, m-15 gradec.c floor &rcc slab covering with m15 grade c.c. floor,50 mm thick stone slab partition walls, 20 mm thick plaster in cm 1:6 finished with neat floating cement, 4 nos stone foot rests of approved design ,two no. 450 mm dia each ferro cementcover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:-size 400 x140x150 cm.(for 50 users)with 115 mm thick rcc (m-20) slab with tor steel reinforcement 10mm ? @15 cm c/c bothways including shuttering complete in all respect 86 construction of open surfacedrain with 112mm thick brick masonry in cm 1:4,110mm thick base concrete 1:5:10, 37mm thick m-15 grade c.c. flooring ,12mm 1:4 cement plaster on all exposed faces of walls including top surface excavation & disposal of earth complete as per approved design/drawing: 150mm drain,225mm av. depth 87 p&f rigid pvc pipe (is:4985 mark) class ii/ (4 kg. /cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 88 75mm dia 89 110mm dia 90 160mm dia 91 p&f rigid pvc pipe fittings (is: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: 92 plain tee 110 mm 93 vent covel 75mm 94 plain floor trap 110mm dia 95 bend 87.5 - 75mm 96 bend 87.5 - 110mm 97 pipe clip- 110mm 98 coupler-110 mm dia 99 making connection of g.i. distribution branch with g.i. main including all fitting. beyond 25mm & upto 100mm dia 100 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.: size 300 cm. dia outside & 300 cm. depth . 101 p & f water closet seat covers with brass hinges complete : solid pvc (is 2548 marked) grade-i black for ewc. 102 p & f low level flushing cistern of 10 litres capacity (is : 2556 mark) of approved make with complete fittings c.i. brackets duly painted, brass ball cock with ball (is: 1703 mark) complete including cutting and making good the wall: pvc withpvcbend and superior internal fittings as per is : 7231 . 103 p & f jet spray for water closet with c.p. copper tube flange of approved make. 104 p & f wvc wash basin (ist quality is:2556 mark) of approved make with c.i. brackets duly painted 1 no. 15 mm c.p. pillar cock (is:8934 mark) & 32 mm c.p. brass waste coupling of approved make, p.v.c waste pipe with pvc nut 32 mm complete including cutting & making good the wall : size 580 mm x 450 mm 105 p & f flush cock/flush valve (is:9758 mark) or wc of approved quality make : c.p. brass push type exposed 25 mm nominal bore. 106 brick work with f.p.s. bricks of class designation 75 in superstructure above plinth level upto floor v level in all shapes and sizes in :cement mortar 1 : 6 (1 cement : 6 coarse sand) 107 random rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in : 108 repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead with cement mortar 1 :4 ( 1 cement : 4 coarse sand) 109 patch repair to cement concrete floor including digging out old floor in regular shape and removal of rubbish curing etc. complete in all respects. 110 labour charges for repair to door / window without using any material such as applying randha (finishing) tightening of bolts & screw etc. 111 p & f inlet connection (angle valves) superior quality, of approved make, for wash basin, gyser etc. c.p. inlet connection 15mm.brass (is : 8931 marked) 112 p & f 15 mm. dia connection pipe of approved quality/make : cp brass pipe with cp brass nuts upto length 600mm. 113 providing & fixing premium quality white glazed vitreous china sanitary wares (is:2556 mark) of approved make as per direction of engineer-in-charge including cutting and making good the wall and floor. double syphonic european w.c. with mounted w.v.c. flushing cistern of 10 litre capacity complete with all necessary internal fittings with hydraulic seat cover. 114 p & f indian type white glazed vitreous china 1st quality w.c. orissa pan (is :2556 mark) with 100 mm vitreous china p or s trap including cutting and making good the wall and floor: size 580x440mm. 115 providing and fixing t-iron frames for doors, windows and ventilators of mild steel tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 116 providing and fixing fully panelled/partly panelled/double leaf shutter frames for doors as per approved design and drawings with approved ordinary c.p./ oxidised steel fittings as per annexure - a and width of styles & top rails of 100mm and lock rails width of 150mm and bottom rails of 200mm width including teak wood beading of size 19mm x 12mm on both faces complete : 35 mm thick nigeria wood grade i 117 providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth completeold plastered surface (two or more coats) 118 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding:old work (one or more coats ) two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect.old work (one or more coats ) 119 painting exterior surface ofwallwith 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 old work 120 providing & laying broken glazed titles on roof ( broken glazed tilesnot less than 9 kg/sqm) on top of hot bitumen @ 1.7 kg/sqm. (1.40 kg ofvg-40 (30/40 )grade and 0.30 kg/sqm. ofvg-10 (80/100) grade) and joints filled with cement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of engineer-in-charge. 121 supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. 122 providing and fixing 1st quality mat finished ceremic tile size 300x300mm confirmingto is : 13755 and is : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). 123 providing and fixing steel glazed window frame made out of 80x40 mm hollow sheet section of 16 gauge thickness, joint mitred weldedand grinded including hold fast of steel lugs 13mm x 3mm and 15 cm long embedded in c cblock 15 x 10 x 10 cm of 1:3:6 nominal concrete and including fixing of pivoted hinges of superior quality, window shutters made out of 50 x 25.0 mm hollow steel section 15 mm paitam of 18 gauge thickness, joint mitred and grinded including 10mm x 10mm square bars welded to framefor paitam fixing float glass 4mm thickpanes with glazing clips and metal sash putty andfixing of shutters frames peg stay, u shape handle 100 mm long, tower bolts 100 mm long of steel powder coated superior quality including fixing and jointing with frame hinges priming coat with steel primer complete in all respect as per direction of engineer-in –charge window openable. 124 providing and fixing concertina coil fencing with required dia 610 mm (having 15 nos. round per 6 metre length) up to 3m height of wall with existing angle iron y shaped placed 2.4 m or 3.00 m apart and with 9 horizontal r.b.t. stud tied with gi staples and gi clips to retain horizontal including necessary bolts or gi barbed wire tied to angle iron all complete as per direction of engineer in charge with reinforced barbed tape (r.b.t.)/spring core(2.5 mm thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gm/metre (cost of ms angle, cc block shall be paid extra) 125 renewing glass panes,with putty and nails wherever necessary float glass panes of thickness 4 mm 126 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. m10 grade nominal mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 40mm nominal size). 127 kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) for area of each slab from 2001 to 5000 sq.cm 128 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

Central Government/Public Sector

TRN :49028195 | 29 May, 2025

Tender Value : 0

Malda - West Bengal

Tender for auction of condemned/unserviceable stores i.e. spare parts, vehicle tools, tyre, battery , metallic & non metallic , efcc & amn/expl packing material and other items in respect of 12 bn bsf narayanpur, malda srl no. name of items auth quantity remarks 1 printer cable for smart nos 1 2 link encryptor with complete assys, srl no. 247 nos 1 3 24 port managed l-2 switch srl no. 480516320112 nos 1 2 1 5 0 db gain mobile whip antenna with 3 mtr co-axial cable nos 1 6 rm tool kit nos 1 7 rack 19 inch 9u box x800 power strip nos 1 3 4 9 single unit bty charger for mot xirp 8668 srl no. 44/89 nos 1 nos 2 nos 1 nos 1 nos 1 nos 2 nos 1 nos 1 nos 1 13 tx/rx mot uhf motorola gm 300, srl no. 159kbt1516 nos 1 14 tx/rx mot uhf motorola gm 338, srl no. 103tcgd016 & 103tgeg127 nos 2 3 2 16 operator console of 16 line exchange matrix, srl no. m0268-0035668 nos 1 17 sucker and blower (eureka forbes) with complete accessory srl no. 44/01 nos 1 1 1 19 slt card for epabx for matrix exchange nos 1 tx/rx uhf motorola gm 338 srl no. 159kavz690 &159tukz034, tx/rx uhf motorola gm-300 srl no. 159kavz731, 159kbfz918 159kbt1279, 159kbt1439, 159kbf1044, 159kbf1001, 159kbfz936, 159kbfz977 159kavz746, & 159kavz732 22 tx/rx hand held motorola uhf gp 338 s/no. 749tgez654, 749thaf279, 749thaf328 and 749tgf1638 nos 4 tx/rx mot gp 328 uhf srl no. 672hesf922,672hesm772, 672heq9052,672hesn119, 672heq8734,672heys512, 672heys336 & 672tbwn165, awaiting for auction comn branch tx/rx motorola vhf gp 328, srl no. 672tdap880, 672tfge841, 672tdwe561, 672tdar543 & 672tea4662 23 nos 8 20 nos 2 21 nos 10 nos 15 3 db or better gp antenna with uhf female connector nos 12 18 mpsu for lhp 219 with power cable srl no. 1280 & 1586 10 aliminium tublar mast 36 feet with complete assy 11 dot matrix printer lx 800 dx bounty black with assy srl no. 16bua021787, 16bua021752 4 co-axial cable rg 213 ohm 30 mtrs both end connector nos 8 smf bty 12 v 100 ahc amron quanta srl no. 44/15 to 44/21 nos 2 14 1 1 26 signal generator (make - aplab) srl no. 102579 nos 1 6 5 28 push button t/phone m-71 srl no. 12/01 to 15 nos 15 29 magneto telephone make iti srl no. 1115, 1096, 1029, 1125 & 1215 nos 5 30 tx/rx vhf motorola gm 300 with scr srl no. 159tas1446 nos 1 31 tx/rx vhf motorola gp-328 srl no. 672tfge021 & 672tfgc834 nos 2 32 empty drum jwd cable nos 6 33 secondary battery 12volt 100 ahc smf srl no. 12/20 to 12/30 nos 11 34 secondary bty12v ahc smf srl no. 12/01 to 12/07 and 12/10 to 12/12 nos 10 35 tx/rx vhf hand held digital motorola xirp 8668 srl no. 871tqxs507, 871tqxs867 nos 2 36 operator console of 16 line exchange matrix nos 2 37 extension line card slt 32 port 01 with utp cable single end rj 45 nos 1 1 news paper kg 40 2 muster oil/ refined oil 15 ltr tin nos 550 1 steel flask nos 2 2 water jar plastic nos 4 3 serving tray nos 1 4 dinner spoon nos 2 5 slad tang nos 4 6 salt container nos 2 7 katori steel (s) nos 26 8 katori steel (b) nos 36 9 glass steel nos 10 10 case role steel nos 1 1 karahi iron nos 1 2 caculator nos 1 3 wet grinder nos 1 4 jharna bundi nos 2 5 parat aluminium nos 1 6 patila aluminium nos 1 7 aluminium idli maker nos 1 8 steel drum nos 4 9 cello service tray nos 1 wet canteen fund for auction sos mess pvt fund old news paper ration store fund for auction 27 secondary battery 12 v 100 ahc exide srl no. 12/32 to 12/37 & quanta 12/43 to 12/47 nos 24 single unit bty charger nos 25 single unit battery charger for motorola gp 328 nos 10 prestige otg nos 1 1 cartg sig 16 mm white nos 39 235 gm 2 cartg sig 16 red nos 26 156 gm 3 cartg sig 16 mm green nos 26 155 gm 4 mtd ch-1 nos 22 600 gm 5 mtd ch-2 nos 114 3.005 gm 6 trip flair s/pin nos 25 50 gm 7 dye maker grenade s/pin nos 39 208 gm 8 chilly grenade s/pin nos 74 392 gm 9 tear smoke grenade s/pin nos 34 180 gm 10 stun grenade s/pin nos 99 527 gm 11 steel carrier 6a nos 45 12 steel box h2a nos 240 13 steel box b9a nos 2 14 ms steel box nos 4 15 bag canvas 51 mm mor nos 9 16 plastic container 69 a nos 50 17 cwp box (all type) nos 4 sl/no name of head a/u qty 1 almirah (78x34x18) nos 1 2 container 1 k for condoments nos 10 3 hamam dasta iron small nos 1 4 box steel 36x24x18 nos 5 5 emergency light nos 7 6 godrej novtal lock nos 4 7 dry ration box steel nos 9 8 first aid box steel nos 9 9 plastic chair nos 15 10 plastic bucket nos 14 11 harican lamp nos 6 12 water camper 10 ltr nos 7 13 mug plastic nos 4 14 heat piller gopi nos 2 15 revolving chair nos 9 16 filling cabinet nos 1 17 multi hip xercise nos 1 18 prss electric nos 3 19 washer man tub nos 1 20 dustbin plastic nos 2 21 plastic dustbin 40 ltr nos 4 22 baometric finger print machine nos 2 23 body worm camera nos 1 24 brush cutter machine nos 2 25 faratta fan nos 2 26 iron khurpi 5 long nos 4 27 steel container small nos 4 28 steel container big nos 3 29 steel container medium nos 3 30 led tv lg 32 nos 1 unit magazine q branch for auction 31 onida tv 22 nos 1 32 led tv lg 28 nos 1 33 vacume cleaner nos 1 34 loud speaker nos 1 35 aqua guard ro nos 1 36 dining table folding nos 1 37 exide battery nos 2 sl/no name of head a/u qty 1 cgi sheet 10 long nos 32 2 dha iron nos 15 3 picket iron 2 long nos 120 4 picket iron 6 long nos 120 5 spade iron nos 19 6 talwar iron nos 23 7 barwad wire kg 6 8 showal gs nos 9 9 consurtina coil coil 8 10 shovels nos 5 11 water storage 1000 ltr nos 1 12 gi pipe feet 100 13 cgi sheet 8 long nos 2 sl/no name of head a/u qty 1 food warmmer nos 1 2 chair all type nos 51 3 micro ovane nos 2 4 case rool nos 13 5 room heater nos 4 6 heat piller gopi nos 2 7 faratta fan nos 2 8 tv bpl 21 nos 1 9 ro aqua guard 8 ltr nos 1 10 ro system cap 50 ltr aqua fresh nos 1 11 stablizer v guard nos 2 12 led tv 42 nos 1 13 cofee machine nos 1 sl/no name of head a/u qty 1 boot rubber knee pair 102 2 coats steel folding nos 12 sl/no name of head a/u qty 1 tent extendable 4 man nos 7 2 tarpolin 7.5x5.5 nos 12 3 family ridge tent size nos 2 list of un-serviceable items of defense store 12 bn bsf list of un-serviceable items of fire fighting store 12 bn bsf list of un-serviceable items of tentage store 12 bn bsf list of un-serviceable items of barrack property store 12 bn bsf list of un-serviceable items of welfare/grant store 12 bn bsf sl/no name of head a/u qty 1 fire extingusher 9 kg foam type abc nos 8 2 fire extingusher 9 kg abc nos 13 3 fire extingusher 1 kg nos 1 sl no name of items a/u qty 1 modular fan regulator nos 10 2 6 amp socket nos 21 3 6 amp switch nos 23 4 16 amp switch nos 5 5 single phase electric meter nos 2 6 fan bearing 6201 nos 70 7 fan bearing 6202 nos 30 8 2.5 mfd capacitor nos 17 9 16 amp top plug nos 5 10 6 amp top plug nos 4 11 36 swg copper wire nos 3 12 12 volt 88.8 ah secondary battery (7.5 kva dg set) nos 6 13 12 volt secondary battery (bfl dg set) nos 2 14 1200 mm ceiling fan usha nos 4 15 1200 mm ceiling fan khaitan nos 13 16 1200 mm ceiling fan orient nos 13 17 1200 mm ceiling fan usha nos 5 18 1200 mm ceiling fan mie nos 5 19 1200 mm ceiling fan usha diluxe nos 8 20 1200 mm ceiling fan usha nos 6 21 1200 mm ceiling fan mie nos 8 22 1200 mm ceiling fan usha nos 4 23 1200 mm ceiling fan bajaj nos 4 24 1200 mm ceiling fan usha nos 6 25 1200 mm ceiling fan mie nos 6 26 1200 mm ceiling fan usha nos 4 27 1200 mm ceiling fan usha nos 4 28 1200 mm ceiling fan usha nos 20 29 1200 mm ceiling fan mie nos 16 30 1200 mm ceiling fan usha nos 6 31 1200 mm ceiling fan khaitan nos 4 32 1200 mm ceiling fan mie nos 4 33 1200 mm ceiling fan mie nos 4 34 1400 mm ceiling fan khaitan nos 3 35 300 mm exhaust fan nos 6 36 300 mm exhaust fan nos 6 37 300 mm exhaust fan nos 5 38 300 mm exhaust fan nos 2 39 300 mm exhaust fan nos 1 40 7.5 hp submersible motor pump nos 1 41 5 hp diesel engine nos 1 42 10 ltrs geyser nos 1 details of cbp items engg branch naryanpur malda 43 15 ltrs geyser nos 3 44 35 ltrs geyser nos 1 45 20mm gi nipple nos 3 46 cistern box nos 1 47 15 mm pvc tee nos 1 48 15 mm upvc brass socket nos 1 49 pvc connection pipe nos 2 50 250 watt choke nos 12 51 250 watt ignitor nos 25 52 10 amp mcp nos 11 53 33 mfd capacitor nos 2 1 bearing all type nos 24 2 clutch cyl all type nos 3 3 combination nos 1 4 cylinder clutch assembly nos 2 5 clutch plate nos 5 6 door lock assy all type nos 3 7 fog light nos 2 8 chain sprocket nos 19 9 door lifting machine all type nos 1 10 cable all type nos 1 11 door opening catck nos 3 12 fuel filter all type nos 1 13 front disc nos 4 14 fuel tank cap/fuel tank nos 3 15 drive shaft nos 1 16 fuel pump motor nos 6 17 bearing all type nos 18 18 engine mounting and bolt nos 1 19 centre bolt all type nos 5 20 stud for engine cover nut nos 4 21 ignation switch nos 1 22 injector nos 2 23 ignitor nos 2 24 gear assy and gear sleeve nos 2 25 hydraulic adapter clutch cyl t/xenon nos 2 26 king pin bearing all type nos 8 27 rectifier plate nos 4 28 regulator nos 4 29 mounting all type nos 1 30 siren all type nos 1 31 master cylinder assembly nos 2 32 mud guard all vehicle nos 1 33 nut and bolt all type nos 6 34 disc pad nos 1 35 pressure pipe nos 3 36 pressure plate all type nos 2 37 tie rod end assy nos 1 38 realise bearing nos 1 mt us store 39 speedometer senser nos 1 40 speedometer cable nos 1 41 self cabon plate nos 1 42 self assembly all type nos 3 43 shock observer nos 4 44 solnide switch nos 5 45 stereeng uj cross youk & teeth nos 3 46 teie end rod nos 9 47 u j cross nos 24 48 u bolt all type nos 4 49 wheel cylinder all type nos 3 50 rear brake master cylinder nos 1 51 pressure plate nos 1 52 release bearing nos 1 53 oil pinion nos 1 54 insert valve exhaust nos 6 55 insert valve inlet nos 6 56 kit main bearing nos 1 57 kit connecting rod bearing nos 1 58 set pinion piston ring nos 1 59 cylinder liner nos 1 60 water pump nos 1 61 thurmostate nos 1 62 clutch master cylinder nos 1 63 valve inlet and exhaust nos 6 64 pressure transponder nos 1 65 clutch sleeve cylinder nos 1 66 w c assembly r/h nos 1 67 pressure plate nos 1 68 clutch sleeve cylinder nos 1 69 gear fly wheel ring nos 1 70 assy clutch reliase nos 1 71 armature assy nos 1 72 acc cable nos 1 73 drum rear sprocket nos 1 74 ball bearing nos 1 75 ball bearing nos 1 76 spark plug nos 1 77 lever kick nos 1 78 set plate clutch drive nos 1 79 kit pad assy nos 1 80 lock set nos 1 81 chin and sprocket kit nos 1 82 ball bearing nos 2 83 ball bearing nos 1 84 cover assy clutch nos 1 85 bearing assy clutch nos 1 86 disc assy clutch nos 1 87 seat sub assy shift nos 1 88 bearing radial ball nos 1 89 ring nos 1 90 battery size 800ah/700ah nos 8 91 battery size 65ah nos 1 92 battey size 880ah nos 2 93 battery size 150 ah nos 5 94 battery size 9 ah nos 8 95 battery size 12 volt 9ah nos 1 96 tyre size 750x16 nos 16 97 tyre size78x15 nos 5 98 tyre size 900x20 nos 2 99 tyre size 90x90x17 nos 6 100 tyre size 110x80x17 nos 7 101 tyre size 325x19 nos 1 102 tyre size 215x75 r-15 nos 4 103 tyre size 900x20 nos 3 104 tyre size 215/75r-15 nos 8 105 tyre size 245-75 and 235-75 r16 nos 13 1 burnt oil(without barrel) ltrs 945 1 jack and handle nos 1 2 wheel wrench nos 1 3 jack with handle nos 1 4 wheel wrench nos 1 5 ring spanner (10 pcs) set 1 6 d e spanner (10pcs) set 1 7 cutting player nos 1 8 screw driver nos 1 9 grease gun nos 1 10 hammer with handle nos 1 11 jack with handle nos 1 12 chisel nos 1 13 t p gauge nos 1 14 file flete nos 1 15 oil can nos 1 16 wheel wrench nos 1 17 tommy bar nos 1 18 d e spanner (10pcs) set 1 19 screw driver nos 1 20 jack nos 1 21 cold chisel nos 1 22 valve die nos 1 23 inspection lamp nos 1 24 t p gauge nos 1 25 ring spanner (10 pcs) set 1 26 tyre lever set 2 27 cutting plier nos 1 28 wheel wrench nos 1 29 tommy bar nos 1 30 jack with handle nos 1 31 cutting plier nos 1 32 file flete nos 1 33 inspection lamp nos 1 34 chisel nos 1 35 oil can nos 1 36 valve die nos 1 37 tyre lever set 2 38 ring spanner (10 pcs) set 1 39 d e spanner (10pcs) set 1 40 hammer nos 1 41 ring spanner nos 1 42 tommy bar nos 1 43 jack and handle nos 1 44 screw driver nos 1 45 ring spanner (10 pcs) set 1 46 d e spanner (10pcs) set 1 47 cutting plier nos 1 48 screw driver nos 1 49 hammer with handle nos 1 50 chisel nos 1 51 file flate nos 1 52 oil cane nos 1 53 vale die nos 1 54 tyre lever nos 1 55 tool box iron nos 1

State Government

TRN :49005623 | 26 May, 2025

Tender Value : 18.56 Crore

Jayal - Rajasthan

Tender for tender for widening and strengthening on kasnau (sh-92a) to dehri - tarnau - merwas - upto mataji road - 1 part a road work clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means in area of non-thorny jungle 2 excavation in soilwithdozer with lead upto 100 mexcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 3 construction of embankment with material obtained from roadway cuttingconstruction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of tables 300-1 and 300-2 as per morth specification clause 305.3 4 construction of embankment with material obtained from borrow pitsconstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305.3 5 granular sub-base with well graded material (table 400-1)by mix in place methodconstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per morth specification clause 401. for grading iiimaterial 6 crusher run macadam baseproviding crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing witha motor grader, watering and compacting with a threewheel 80-100 kn static roller as per morth specification clause 407 to form a layer of sub-base/base by mixing plant method with 53 mm maximum size of aggregates 7 wet mix macadamproviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel 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. by mechanical means with all lead 8 prime coatproviding and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502 9 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503. 10 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per morth specification clause 503. 11 providing and laying dense graded bituminous macadam with 100-120 tph batch type hmp producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percentby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 505 complete in all respects. bitumen (vg-30)grading - ii (26.50 mm (nominal size)) 12 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 507 complete in all respectsfor grading-ii(13 mm nominal size) bitumen (vg-30) 13 providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510.by mechanical means bitumen (vg-30) 14 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511type b bitumen (vg-30) 15 part b c.c. pavement work dry lean cement concreteconstruction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. 16 construction ofun-reinforced , plain cement concrete pavement m-40 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per clause 602.2.2 , coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fullyautomatic batching plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix designincluding pumping of r.m.c. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per is 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using fixed form paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawingand morth specification clause 602 including vaccum dewatering process with all required equipments (dowel bars will be paid seprately). 17 providing and fixing of dowel bars of mild steel confirming to is : 432 of specified length and diameters as per morth specification irc 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with pvc sleeve complete as per drawing, technical specification and as per direction of the engineer-in-charge. 18 part c protection wallearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 19 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 20 stone masonry work in cement mortar in foundation complete as per drawing and morth specifications clauses 1402, 1405, 2102 & 2104. random rubble masonry in 1:6 cement mortar 21 plastering with cement mortar (1:4), 20 mm thick on stone work. 22 providing pcc m-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and morth specification clauses 1313, 1411 and 2206.650 mm thick 23 part d c.d.workearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 24 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 25 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c. grade m 20nominal mix (1:2:4) 26 providing and fixing stone slab covering over drains (kota/bijoliya quarry) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix complete with good finish as per approved drawings and specifications.for drain opeining size 300 to 450 mm stone patty drain cover size 800mm x 600mm x 75mm 27 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 28 providing and laying reinforced cement concrete pipe np3 as per design in single row providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 2905. 29 600 mmdia 30 300 mm dia 31 part f road saftykilometrestonereinforced cement concrete m15grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and morth specification clause 801 32 5th kilometre stone (precast) 33 ordinary kilometer stone (precast) 34 200 m stone (precast) 35 traffic signsretro-reflectorised traffic signsproviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1, fixed over aluminium sheeting, 1.5 mm thick supported on gi pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and morth specification clause 801 36 600 mm equilateral triangle 37 600 mm circular 38 600 mm x 450 mm rectangular 39 900 mm side octagon 40 direction and place identification signs upto 0.9 sqm size boardretro-reflectorised traffic signsproviding and erecting direction and place identification retro-reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1. fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and morth specification clause 801. direction and place identification signs upto 0.9 sqm size board 41 direction and place identification signs with size more than 0.9 sqm size boardretro-reflectorised traffic signsproviding and erecting direction and place identification retro-reflectorised sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1, fixed over aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on dia gi pipe firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and morth specification clause 801 42 marking centre line and stop lines etc. on road as per irc pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 c with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 43 supplying and fixing of cat’s eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of abs plastic on each side. 44 providing and fixing mukhya mantri sadak yojana/ mahatma gandhi rajya sadak yojana informatory sign board with logo for roads funded by state road fund having m.s. definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. the logo shall be made out of 1.6mm thick circular plate duly framed with ms angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. the size of definition plate shall be 1500x600mm and embedding the posts by m-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per morth specification clause 801. 45 supply of swiss type of hazard marker, made out of 2 mm thick m.s. sheet size of box is 15x15 cm with hold fast at bottom, the body is painted in orange stoving enamel paint with white/high intensity grade micro-prismatic type sheeting, on all four side.

State Government

TRN :48961517 | 21 May, 2025

Tender Value : 4.69 Crore

Jayal - Rajasthan

Tender for construction of sankhwas bypass--1 part a road work boundary pillar reinforced cement concrete m15 grade boundary pillars/local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and morth specification clause 807 2 clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means in area of non-thorny jungle 3 excavation in soilwithdozer with lead upto 100 mexcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 4 construction of embankment with material obtained from borrow pitsconstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305.3 5 carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. 6 crusher run macadam baseproviding crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing witha motor grader, watering and compacting with a threewheel 80-100 kn static roller as per morth specification clause 407 to form a layer of sub-base/base(b) by mixing plant method(i) with 53 mm maximum size of aggregates 7 granular sub-base with well graded material (table 400-1) by mix in place method construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per morth specification clause 401.for grading iiimaterial 8 wet mix macadamproviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel 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. by mechanical means with all lead 9 prime coatproviding and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502 10 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503. 11 providing and laying dense graded bituminous macadam with 100-120 tph batch type hmp producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percentby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 505 complete in all respects. bitumen (vg-30) grading - ii (26.50 mm (nominal size)) 12 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 507 complete in all respects for grading-ii(13 mm nominal size) bitumen (vg-30) 13 part b protectionearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 14 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 15 stone masonry work in cement mortar in foundation complete as per drawing and morth specifications clauses 1402, 1405, 2102 & 2104. random rubble masonry in 1:6 cement mortar 16 providing pcc m-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and morth specification clauses 1313, 1411 and 2206.650 mm thick 17 plastering with cement mortar (1:4), 20 mm thick on stone work. 18 providing and laying reinforced cement concrete pipe np3 as per design in single row providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 2905. 19 600 mmdia 20 300 mm dia 21 providing and laying precast reinforced cement concrete box culvert section of m-40 grade designed for aa class loading as per irc specifications including to effect of impact, eq etc. complete on firm base of 200mm thick lean concrete of m-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of rcc precast box and its proof checking from iit / nit / government engineer college complete in all respect as per specifications size 1.00 m x 1.00 m 22 part c road furniturekilometrestonereinforced cement concrete m15grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and morth specification clause 801 23 5th kilometre stone (precast) 24 ordinary kilometer stone (precast)

State Government

TRN :48937513 | 10 May, 2025

Tender Value : 26.17 Lacs

Nagpur - Maharashtra

Tender for supply and installation of furniture and allied electrical work at msambs division office, nagpur.2 providng and fixing in position anodised extruded aluminum partitions, partly glazed and partly laminated having frame made out of extruded tubular section of size 40 mm x 60 mm, 1.5 mm thick with 12 mm thick three layered flat pressed teak wood particle board bonded with bwp type exterior grade phenol formaldehyde synthetic resin conforming to is 128231990, laminated on both sides,novateakor equivalent and 5 mm thick selected quality plain/ float glass panels fixed with aluminum glass clips 12 mm x 12 mm and rubber cushioning beading to glass partitions, with wood boxing to all aluminium tubuler section as per approved drawing etc. compete(as directed by engineer-in-charge) 3 providing and fixing in position, single shuttered aluminium extruded powder coatedopenabledoorofoverallsize0.90mx2.40mwithaluminiumdoorframeof powdercoatedsection101.60x44.75mm,3.18mmthickandshuttercomprisingof powder coated section having bottom andlock rail of size 150 mm x 44.5mm x 3.00 mm thick top rails 47.62x 44.45 mm x 3.00 mm thick , vertical style 47.62 x 44.45 mm, with wood boxing to all aluminium tubuler section 3.00mmthickandforshutterplain glass panes 5 mm thick for top panels and 12mmthickbothsidelaminatedphenol bonded particle board panels for bottom panels etc. , i.s.i. mark , heavy duty, hydraulic floor springof150kilogramcapacity,having heavy duty concealed lock, necessary beading,glazingclips,pvcgaskets,250mm length tower bolts, 150mm diam. pad handle, etc. as per detaileddesignanddrawingor as directed byengineer in charge including all materials,labours, andequipment etc.complete(as directed by engineer-in-charge) 4 providing and fixing in position gypsum board false ceiling with 12.5 mm thick gypsum boards, screwed/fixed to the under structure of suspended g.i. grid constructed and suspended from the main ceiling consisting of ceiling sections of size 25 x 50 mm maximum center to center distance of 600 milimetre perimeter channel and intermediate channels at maximum center to center distance 1200 milimetre galvanized grid should be fixed to reinforced cement concrete slab. the gypsum board should be fixed to galvanized iron grid with necessary screws. the boards should be taped and filled from underside to give smooth, seamless ceiling. the rate should include necessary additional ceiling sections and intermediate channels. additional intermediate channels should be fixed to strap hangers for additional support to prevent strapping at every 1200 milimetre item to be completed in all respect including necessary sleeves for ducts finishing of joints cut outs, painting including labour, material, lifts etc. all complete(as directed by engineer-in-charge) 5 providing and applying two coats of wall care putty on plastered surface and ceiling and walls to prepare surface even and smooth of approved make, etc complete. 6 providing and applying plastic emulsion paint of approved quality, colour and shade to new surface in three coats including scaffolding, preparing the surface. (excluding primer coat) etc. complete. 7 providing and fixing rollar blinds ami make or approved make & shade of 38mm round aluminiumchannelwithblackoutfabric&teltingwithchain(ball)systemwithall necessaryfixturesandfittingetc.complete.(sampletobefinalby engineer-in-charge prior execution of work) 8 providingand fixing 1.5 mm thick polyvenyl venyl chlorideflooring includingleveling thebasewithwhitecementincludingpastingwithappropriatematerialcleaningthe surface etc. complete 9 executive table @ 2250lx2100dx750ht including low height credestal @ 1200lx450dx650htproviding&fixingoftable @2250lx2100dx750httop& gable end to be made ofmembrane finish with soft water fall edges & curved panel &decoratedanodizedsectionmodestypaneltobemadeof18mmthick prelaminated particle board with pvc edge band. including credestal @ 1200l x 450d x 650h:- to be made out of membrane finish ( 2 openable shutter & 3 drawerpedestal in between ) as per drawing. 10 free standing table @ 1500lx600dx750htprovidingandfixingtableofsize1500x600x750mm.top:madefrom25mm prelaminatedparticleboard. alledgesarecoveredby2mm.thk.pvcedgebands glued by hot melt glue applied by auto edge banding machine.legs : c shape made from crca sheet with powder coat finish. modesty panel : made from 18mm both side prelaminated particle boards.all edges are covered by 0.8mm pvc edge bands glued by hot melt glue applied by auto edge banding machine.keyboard tray(withoutmousetray):- metalpowdercoated-blackcolor,cpu trolley:- metalpowdercoated-blackcolor,3drawerpedestalunit having overall size 392l x 450d x 680ht. mm. with central lock and key. drawers and body are complete metal with powder coat finish, facia in 18 mm prelaminated particle board. 11 free standing table @ 1350lx600dx750htprovidingandfixingtableofsize1350x600x750mm.top:madefrom25mm prelaminatedparticleboard. alledgesarecoveredby2mm.thk.pvcedgebands glued by hot melt glue applied by auto edge banding machine.legs : c shape made from crca sheet with powder coat finish. modesty panel : made from 18mm both side prelaminated particle boards.all edges are covered by 0.8mm pvc edge bands glued by hot melt glue applied by auto edge banding machine.keyboard tray(withoutmousetray):- metalpowdercoated-blackcolor,cpu trolley:- metalpowdercoated-blackcolor,3drawerpedestalunit having overall size 392l x 450d x 680ht. mm. with central lock and key. drawers and body are complete metal with powder coat finish, facia in 18 mm prelaminated particle board, 12 free standing table @ 1200lx600dx750htprovidingandfixingtableofsize1200x600x750mm.top:madefrom25mm prelaminatedparticleboard. alledgesarecoveredby2mm.thk.pvcedgebands glued by hot melt glue applied by auto edge banding machine.legs : c shape made from crca sheet with powder coat finish. modesty panel : made from 18mm both side prelaminated particle boards.all edges are covered by 0.8mm pvc edge bands glued by hot melt glue applied by auto edge banding machine.keyboard tray(withoutmousetray):- metalpowdercoated-blackcolor,cpu trolley:- metalpowdercoated-blackcolor,3drawerpedestalunit having overall size 392l x 450d x 680ht. mm. with central lock and key. drawers and body are complete metal with powder coat finish, facia in 18 mm prelaminated particleboard, 13 conference table @ 3600lx1400dx750htproviding&fixingofmaintable@3600lx1400dx750ht-madeupof18+18mm thickmdftopwithpvcmembranefinishandwaterfalledgeprofile.aluminium anodizied finish beeding of 4mm thich is running all over the table top edge. gable ends is aerofoiled shape with front edges in pvc membrane finish and rest in prelaminated mdf with batton structure. gable ends should be hollow from inside for the provision of passingelectrical and datawiring. ,modesty panel:- to bemade of18 mm thick prelaminated particle board with pvc edge band access flap:- for wire manager 2 nos. 14 providing & arrangemnt of high back, synchronized mechanism with multiple locking, adjustable armrest, gaslift for seat height adjustment, standard 5-prong p/nylon basewith leatherite upholstery 15 providing & arrangemnt of high back, synchronized mechanism with multiple locking, adjustable armrest, gaslift for seat height adjustment, standard 5-prong p/nylon base with leatherite upholstery 16 providing&arrangemntofmidback,normalsyncro mechanism,fixedarmrest, gaslift for seat height adjustment, standard 5-prong/nylon base with leather upholstery 17 public seating chair. - 3 seaterproviding and fixing 3 seater public seating chair made of complete metal with legs in crome finish and seates in silver powder coating finish. 18 tea table 900mm x 750mm x 450mm for m.s. ante chamberprovidingandfixingofteatable900mmx750mmx450mmwith12mmthick coloureitchedtemperedglasswithbevelleddrawingmadeout of18mmthick waterproofingply.theouterlacestobefinishedwithhighquality4mmthik veneer or 1 mm thik mica etc. 19 kitchen trolleyprovidingandfixingstainlesssteelkitchentrolleyofoverall26heightand22 depth,supported on aluminium pipes ,trolley basket made out of 5 mm stainless steel rod fitted on telescopic channel of size 1.5 x 20 x 22 on both sides of trolley of 12 or above size, panel having 40kilogramload bearing capacity of trolley made out of 20 mm puccoatedplywoodandcolourcombinationasdirectedbye-i-c.innersideofpanel covered by white mica ,100 mm s.s. decorative handle.(the width and height of individual compartments shall be kept as directed by engineer-in-charge) 20 providing andfixing 450mm x550mm size superiortype belgium mirrorwith16mm dia. nickel plated towel rod etc. complete. 21 providing andconstructing granite kitchenplatform withfixing of stainlesssteelsink 600 mm x 450mm size as per detaileddrawing including vertical bothside polished kadappah stone 25 to 30 mm thick supports with kadappahtop 35 to 40 mm thick and polishedgranite16to20mm topwithsidestripsofgraniteatfrontandbothsidesof platform raised with two verticalgranitesupports15cmheightandtopgraniteof 75x40cmincludingcutting, opening for sink of required size in kadappah as well as granite etc. complete. (platform top size 5.00 m x 0.60 m and height is 0.75 m) 22 providing and laying vitrified mirror / glossy finish tiles decorative typehaving size 590 mm to605mm x590mm to605mm of8to10mm thicknessandconfirmingtois. 15622-2006(groupbla)ofapprovedmake,shadeandpatternforflooringinrequired positionlaidonabedof 1:4 cement mortar including neat cement float, filling joints,curingandclearing etc. complete. 23 providing and laying ceramic tiles ofhaving size 30 cm. x 30 cm. and confirming tocorrespondingi.s.fordadoandskirtinginrequiredpositionwith readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete. 24 providing projector - resolutation- xga, white brightness-3300ansi lumens,colour brightness-3300ansi lumens,contrast ratio- 15000:1,lamp life - 6000 hour,weight- aprox 2.5 kg, up to 3x briter colourincluding proector screen-6*4 with stand, with 15 m. hdmi cable and instalationcomplete 25 electrification work 26 supplying anderectingpvctrunking (pvccasing-n-capping)ofsize32 mm with accessorieson wall/ceiling as per specification no: wg-ma/con. 27 supplying and erecting mains with 2x1.5 sq.mm frlshcopperpvc insulated wire laid in provided conduit/trunking/inside pole/bus bars or any other places as per specification no: wg-ma/bw 28 supplying and erecting mains with 2x2.5 sq.mmfrlsh copper pvc insulated wire laid in provided conduit/trunking/inside pole/bus bars or any other places. as per specification no: wg-ma/bw 29 supplying and erecting mains with 2x4 sq.mm frlsh copper pvc insulated wire laid in provided conduit/trunking/inside pole/bus bars or any other places. as per specification no: wg-ma/bw 30 supplying and erecting mains with 1x1.5 sq.mm frlshcopperpvc insulated wire (earthing) laid in provided conduit/trunking/inside pole/bus bars or any other places as per specification no: wg-ma/bw 31 point wiring for light/bell/exhaust fan in pvc trunking (casing-capping) with 1.5 sq.mm (2+1e) frlsh grade copper wire, modular type switch, earthingand required accessories as per specification no: wg-pw/sw 32 point wiring for independent plug in pvc trunking (casing-capping) with 1.5 sq.mm(2+1e) frlsh grade copper wire, modular type switch,earthing and required accessories as per specification no: wg-pw/sw 33 wiring for plug on board withswitch socket surface/concealed type, copper wiring and earthing and with modular accessories as per specification no: wg-pw/cw 34 supplying and erectingmodular type switch 16 / 20 awith indicator,duly erected on provided plate and box with wiring connections complete. 35 supplying and erectingmodular type 3 pin 6 / 16amultisocket with safety shutter,duly erected on provided plate and box with wiring connections complete. 36 supplying and erectingmodular type (two module) electronic step regulator for fan, duly erected on provided plate and box with wiring connections complete. 37 supplying & erecting decorative pre-wired box type fitting/batten suitable for 4 feet, t8 led tube light (excluding tube light). 38 supplying and erectingled square / circular max. 14 w down lighter/panel light having pressure die-cast aluminium housing,polystyrene diffuser havingsystem lumens output of min. 1500 lumens, min. efficacy of 110 lumen/w, cri>80, cct upto 6500k, beam angle of 120 deg., max. ripple of 5%,thd<10%, p.f. >0.95, operating range of120-270v, surge protection of 2.5 kv, life class of 50,000 hrs. at l70b50,including driver,having mounting arrangement with board for surface type or spring loaded mounting clips complete with 3 years warranty. 39 supplying and erectingenergy saving ceiling fan 230 v a.c. 50 cycles 1200 mm complete erected in position as per specification no. fg-fn/cf 40 supplying and erecting fan hook of 10 mm. m.s. round bar grouted in rcc slab with making the site as original. 41 supplying, erecting & marking spmcb 6a to 32a, c-serieswith rated short - circuit breaking capacity (icn) 10ka in provided distribution board as per specification no. sw-swr/mcb 42 supplying&erectingtriplepoleand neutral distribution board (tpndb), sp/tp mcbs total 8 ways /24 poles, with door, 1.2mm thickness surface/flush mounted, ip 43 protection on iron/gi frame (vertical busbar type) as per specification no. sw-swr/mcbdb 43 providing & erecting 3 pole mccb, 415 v, 100a, rated short-circuit breaking capacity 25 ka (ics=100% of icu), adjustable thermal (overload) setting and fixed magnetic setting with provided leads, provision for installation of shunt/uv/trip alarm contact.mccb with phase barriers on both sides, insulation withstand capacity 800v, no line-load bias in provided enclosure/panel as per specification no. sw-swr/mccb 44 supplying & erecting crca sheet metal enclosures of 1.2mm thickness with 20a, 2 pin plug & earth socket and 20a, 3 pin plugtop with 20a/30a single pole mcb having rated short - circuit breaking capacity (icn) 10ka complete erected on angle iron/ gi frame. 45 supplying, erecting & terminatingfr xlpe insulated, galvanised steel formed wire armoured (strip) cable 1100 v, 3½ core35sq. mm. aluminium conductor completeerected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipeas per specification no. cb-lt/al 46 providing earthing with copper earth plate size 30 x 30 x 0.315 cm complete with all materials, testing & recording the results asper specification no. ea-ep 47 supplying and erecting copper strip of high purity required size used for earthing on wall and/or any other purpose with necessarycopperclampsfixed on wall painted with bituminous paint with joints required. as per specification no. ea-ep. 48 supplying, installing, testing & commissioning split type variable speed inverter technology with minimum 3 to 1 convertible mode for compressor. room air conditioning unit 1.7tr to 2.0tr capacity having iseer minimum 5.0 suitable to operate on 250v, 50 hz, a.c. supply having 1 no of air handling unit hi-wall/floor mounting type complete with refrigerant r32 having copper condenser, minimum 2.5pm filter, self diagnosis feature, stabilizer free operation & temperature display on indoor unit, noise level maximum 50dba at position in provided recess with wooden frame complete specification no. ap-ac/wac 49 supplying and erecting led panel light(600mm x 600mm) max. 30 w having crca powder coated housing, polystyrene diffuser having system lumens output of min. 3600 lumens, min. efficacy of 120 lumen/w, cri>80, cct upto 6500k, beam angle of 120 deg., max. ripple of 5%, thd0.95, operating range of 120-270v, surge protection of 2.5 kv, life class of 50,000 hrs. at l70b50 including driver, having mounting arrangement with board for surface type or spring loaded mounting clips complete with 3 years warranty.

Government Departments

TRN :48795868 | 10 May, 2025

Tender Value : 0

Chennai - Tamil Nadu

Tender for online tender for fixing rate contract for supply and installation of ot table hydraulic to various govt. institutions

Local Bodies

TRN :48606691 | 15 May, 2025

Tender Value : 56.65 Crore

Prayagraj - Uttar Pradesh

Tender for tender for kareli - nurulla road to askari market road block c and block d housing scheme and nurulla road from mahavir chauraha to karamat ki chowki near sasur khedari river and also till the connecting road - clearing grass and removal of rubbish upto a distance of 30 m outside the periphery of the area as per technical specification clause 201. 3 dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 60 metres as per instructions of e-i-c. (by mechanical means). 4 i) cement concrete 5 ii) reinforced cement concrete/ r.b. 6 dismantling of flexible pavements and disposal of dismantled material up to a lead of 100 m, stacking serviceable and unserviceable materials separately as per technical specification clause 202. bituminous / granular courses (by mechanical means) 7 dismantling of road gully chamber of various sizes including c.i. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 8 removing all type of hume pipes and stacking within a lead of 1000 metres including t&p, earthwork and dismantling of masonry works. 9 (i) up to 600 mm dia 10 removal of telephone / electric poles / street light / lamp post including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately 11 disposal of moorum/building rubbish malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of engineer-in-charge. note- item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. 12 dewatering using 10hp to 70hp diesel engine pump set including hire charges, cost of diesel, engine oil, pump operator, labor charges, conveyance of pump set and fuel to site and back, loading, unloading and any other incidental charges etc., complete. (hire charges for diesel pump set for 10 hp) 13 [b] bill no. 2 - earthworks 14 excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location within all lifts and lead upto 1000m 15 removal of unserviceable soil including excavation loading and disposal but excluding replacement by suitable soil which shall be paid separately as per clause 305 16 i) lead upto 1000 m 17 ii) lead upto 8000 m 18 earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter dressing of sides and bottom, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for road work. 19 mechanical means (depth upto 1.5 m) 20 i) excavation 21 filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 22 [c] bill no. 3 - development of carriageway 23 stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with irc-sp-72-2015 , irc-37-2012 & 2018 and irc sp 89 (part ii) 2018. cementitious additive @ rate of minimum 5 - 7% and ccs/cs additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. the additive spreader shall have variable working width sufficient to cover whole pavement lane. the in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. the resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per irc 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. the entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. the tandem roller be followed by pneumatic tyre roller. the minimum unconfined compressive strength (ucs) of stabilized sub base/ base should be 4.5 to 7 mpa after 7 / 28 days of curing as per irc-sp- 72-2015 , irc-37-2012 & 2018 . also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per irc 37-2012 & 2018 and irc sp 89 (part ii) 2018. the gradation mixes and materials should be as per irc 37-2012 & 2018 and irc sp 89 (part ii) 2018. the train of equipments to be used are binder spreader- water tanker- additive truck- recycler- padfoot roller (20 tonne) + single drum compactor- grader- tandom roller- pneumatic tyreroller (20 tonne) 24 sami layerproviding and laying stress absorbing membrane interlayer (sami)/bitumen impregnated geotextile layer after clearing of the road surface geotextile conforming to physical requirements of claues 703-3, laid over a tack coat of paving grade bitumen 80- 100 penetration, laid at the rate of 1.05 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistance membrane and crack retarding layer paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement surface. 25 providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (tack coat on bituminous surfaces ) 26 providing and laying 40mmthickbitumencarpete(b.c.) with 100-120 tph hot mix plant producing and average output of 75 tonege par hour using crushed aggregates of specified grading premixed with bitumen binder(vg-30) @ 5.40% of mix as per most specification clause. etc all comp of work. 27 providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from aggregat aggregate natural sources, portland pozzolana/ordinary portland/portland slag cement, admixtures in recommended proportions as per is: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads as per direction of the engineer-in-charge; for the following grades of concrete.note: extra cement up to 10% of the minimum specified cement content in design mix shall. be payable separately. in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 28 m.s. (tor steel or plain) in plain work such as rcc or rb work including binding for proper shape and including supply of steel and its wastage bend, hooks and authorized overlapping shall be measured and including cost of binding wire. excluding gst (sor-504). 29 [d] bill no. 4 - pedestrian infrastructure (footpath) 30 sand filling in foundation trenches as per drawing & technical specification and as per direction of engineer-in-charge. (including beneath all paver blocks, cobble areas for levelling purpose, etc.) 31 plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (pcc below all paving area, kerb channel, road edge kerb, table top, property edge beam) 32 construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at omc, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (by mix in place method) 33 i) for grading-i material 34 plain/reinforced cement concrete in open foundation complete as per drawing and technical specifications, pcc grade m30using batching plant transit mixer & manual placing(80 mm thickness) r & manual placingand giving broom finish. (pcc with broom finish thickness 80 mm) 35 providing and laying 75mm thick m-30 grade batch mix cement concrete and applying stamping finish to the top surface of freshly laid plain/ reinforced cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the engineer-in-charge. the process shall include the following:-the concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standard finishing techniques. the approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. the approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped pattern. these stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the hole surface to be stamped is completed within the time while concrete is in plastic stage of setting.after stamping, the curing shall be done as per manufactures specifications. after initial curing the imprinted joints shall be grouted using cement slurry mixed with color hardener as per theequirement. the surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqm.on finished surface.the construction joints shall be provided by groove cutting of size 4mm x 20mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (pu) polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying polyurethane resin based top protective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (cost of concrete for flooring is not included in this item which shall be paid separately.) 36 80 mm thick c.c. paver block of m-35 grade with approved color design and pattern. 37 supply and fixing of tactile indicators made from ss-304 grade stainless steel. warning tactile indicator shall be installed on the walking surface in a raised grid pattern of dots or stud. minimum 36 studs to be placed in 300x300 mm area. dimensions - 35mm outer dia x25mm inner dia, stem dia 8mmx12mm, weight - 28grm.all the indicator will be installed into correctly drilled holes and place any suitable adhesive, all the indicators shall be aligned property, all complete as per direction of engineer-in-charge. 38 supply & fixing of tactile indicators made from ss-304 grade stainless steel. directorial tactile indicator shall be installed on walking surface, consisting of a series of raised bar/strip. min 4 bars/strip to be placed in direction perpendicular to distance of travel in 300x300 mm area. dimensions-280mm l x 35mm w x 4.5mm, stem dia 8mmx12mm, weight - 250grm all the indicator will be installed into correctly drilled holes and place any suitable adhesive, all the indicators shall be aligned property., all complete as per direction of engineer-in-charge. 39 providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm having with water absorption less than 0.5% and conforming to is : 15622 of approved make in all colors and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of engineer-in-charge 40 chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). (dsr-11.20) 41 providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of engineer-in-charge. (saucer drain along the road edge, curved kerbs at property entry/exit, curved kerbs at side roads) 42 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). 43 cc grade m20 using batching plant transit mixer & manual placing all complete as per direction of e-i-c. 44 [e] bill no. 5 -parking 45 construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at omc, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (by mix in place method) 46 i) for grading-i material 47 supplying and filling in plinth with sand under floors/in trenches, including watering, ramming, consolidating and dressing all complete with material (from source to site), labor and t&p etc. required for proper completion of the work. (including royalty). 48 plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days and giving broom finish. (pcc) 49 providing and laying factory made chamfered edge cement concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, 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 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of engineer-in-charge.80 mm thick c.c. paver block of m-35 grade with approved color design and pattern. 50 [f] bill no. 6 -cycle track 51 nil 52 [g] bill no. 7 - traffic signs, markings and other road appurtenances 53 providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow ms tube posts/horizontal members/bracings covered with 1.63mm thick ms sheet. the sheet shall be fixed with 30x5mm ms flat by suitable welding/riveting. the panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. ms channel islc 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long ms angle 40x40x6mm bracing. suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. the work shall be executed as per drawing/direction of engineer-in-charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the engineer-in-charge. the barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. the barricading shall not be removed without prior approval of engineer[1]in-charge.(note :- one time payment shall be made for providing barricading from start of work till completion of work i/c shifting. the barricading provided shall remain to be the property of the contractor on completion of the work). 54 reflective raised pavement markers (cat eye/ road stud) supply and fixing of raised pavement marker with made of plastic body of rpm/ road stud shall be moulded from asa (acrylic styrene acrylonitrile) or hips (high-impact polystyrene) or acrylonitrile butadiene styrene (abs) or any other suitable material approved by the engineer. the marker shall support a load of 13,635 kg tested in accordance with astm d4260. the reflective panels shall consist, of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. lenses shall be moulded of methyl methacrylate conforming to astm d788 of equivalent. the slop or retro-reflecting surface shall preferably ba 5+/.5 degree lo base and the area of each retro -reflecting surface shall not be less than 13.00 $q.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & width shall not exceed 130 mm the base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. the contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel , to the engineer . in addition , a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. in case the markers are, displaced , damaged . get worn out or lose their reflectivity compared to stipulated standards , the contractor would be required to replace all such markers within 15 days of the intimation from the engineer , at his own cost. the rate shall include all materials, labor, t&p, transportation, installation and incidentals all complete as per direction of the engineer-in-charge, 55 rpm with shank 56 solar power road marker the solar studs shall be made of aluminum alloy and polycarbonate material which shall be absolutely weather resistant and strong enough to support to load of 13,635 kg tested in accordance with astm d4280. its color may be white, red, yellow, green or blue or combination as directed by the engineer. its water resistance shall meet the requirements of ip 65 in accordance with is: 12063:1987 category 2 for the protection against water ingress. the dimensions of solar studs shall not be less than 100 mm * 100 mm * 10 mm. it shall have super bright leds so as the provide long visibility from a distance of more than 800 m. its flashing rate shall not be less than 1 hz. its should be able to give the prescribed performance in the temperature range of -40 degree c to +55 degree c. its life shall be not less than 3 years. the rate shall include all material, labor, equipments, fabrication, transportation erection, installation and incidentals all complete as per direction of the engineer-in-charge 57 r.cc work (1:1.5:3) (m-20) with cement course sand &20mm the stone grit including all complete cement concrete with cement sand &20mm gauge stone grit with the proportion of (1:1.5:3)including all complete the work (morth ra-12.8 c, case-ii) 58 m.s. or iron work plain or tor for rcc work including cutting, bending, rivetting or welding etc. where necessary. excluding gst (s.i.no-504) 59 painting two coats on new concrete surfaces - painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces 60 m.s. or iron work of heavy sizes section such as trusses, built up gates, record racks, roof work, gates etc. including rivetting or welding where necessary. excluding gst (s.i.no-503) 61 painting of m.s. grill with enamul paint etc all complete work. (s.i. 15.15 new item no.) 62 providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, t&p, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of engineer-in-charge and accordance with applicable specifications. 63 providing and fixing of retro- reflectorized cautionary, mandatory and informatory sign as per irc :67 made of high intensity grade sheeting type-ivvide clause 801.3, 2mm thick aluminum sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm* 75mm 6mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45cm 45cm60 cm, 60 cm below ground level as per the approved drawing. the retroreflective sheeting shall be tested for a certificate of having the sheeting coefficient of retro reflection, daytime, color and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoors weathering and its having passed these tests shall be obtained from international/ government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should be also obtained from indian condition within 3 years of launching ofproduct by the manufacturing abroad. alternatively, a certificate conforming to astm specification (d4956-09) on artificial accelerated weathering requirement from a reputed laboratory in india can be accepted provisionally. in such a situation , the employer/client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of 3 years outdoor weathering of the sheeting as per irc 67:2012 . legends, letters, numerals, and borders etc. should be as per mort&h specification 801.3.7. proof of the same in form of government reports shall be uploaded while quoting tender. 64 90 cm equilateral triangle with diffinitation plate size (20cm x 60 cm) 65 60 cm equilateral triangle with diffinitation plate size (20cm x 60 cm) 66 60 cm circular with diffinitation plate size (20cm x 60 cm) 67 80mm x 60mm rectangularwith diffinitation plate size (20cm x 60 cm) 68 60 mm x 45 mm rectangularwith diffinitationplate size (20cm x 60 cm) 69 60cm x 60cm square with diffinitation plate size (20cm x 60 cm) 70 90 cm high octagon 71 direction and place identification signs up to 0.90 sqm size board providing and erecting direction and place identification retro-reflectorized sign as per irc-67 made of high intensity grade sheeting the retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad. alternatively, a certificate conforming to astm specification (d4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. in such a situation, the employer/ client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per irc 67:2012. legends, letters, numerals and borders etc. should be as per mort&h specification no-801.3.7. sheet fixed over aluminum sheeting 2 mm thick with area not exceeding 0.9 sqm. supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with m-15 grade cement concrete 45x45x60cm., below ground level as per approved drawing, complete. 72 direction and place identification signs with size more than 0.90 sqm size boardproviding and erecting direction and place identification retro-reflectorized sign as per irc-67 made of high intensity grade sheeting the retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage, flexibility. liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad. alternatively, a certificate conforming to astm specification (d4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. in such a situation, the employer/client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per irc 67:2012. legends, letters, numerals and borders etc. should be as per mort&h specification no-801.3.7. sheet fixed over aluminum sheeting 2 mm thick with area exceeding 0.9 sqm. supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with m-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing, complete. 73 providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per irc :67 74 brick masonry work in cement mortar 1:4 (1cement: 4 coarse sand) in foundation complete with cement concrete bricks procured from c&d waste recycling plant baswar excluding pointing and plastering, as per drawing and technical specifications. 75 struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 finerness modulus.sor 2022 si no574 76 12 mm cement plaster finished with a floating coat of neat cement of mix 1:3 (1 cement :3 sand)and as per direction of engineer in charge. 77 finishing walls with ready mixed premium acrylic emulsion paint (company depot tinted) having volatile organic compound (voc)less than 50 gm/liter and uv resistance as per is 15489:2004, alkali, & fungal resistance, dirt resistance exterior paint of required shade with silicon additive(for painting wall, street furniture) new work (two or more coats applied @1.43 liter/10sqm over and including priming coat of exterior primer applied @ 0.90 liter/10 sqm) 78 supplying and fixing of cast iron antique style bench having weight of sides not less than 72 kg (36 kg each) fitted with fibre rectangle strip (should not be less than 50 mm x 25 mm and 1.6mm thick. length of bench should not be less than 6 ft (end to end of castiron support). 79 [h] bill no. 8 - utility and street light cabling 80 plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.(pcc below pipe of storm water, sewer, water, inspection chamber for storm water, telecom chamber, power chamber and sewer) 81 providing and laying non pressure np-3 class (medium duty) r.c.c. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (storm water, sewer) 82 600 mm dia rcc pipes 83 providing of 7- way 40mm multi ducts with solid permanently solidly lubricated silicone in inner layer for ict fiber cables conforming to astm f 2160, astm d 2444 and /or equivalent indian standard. external sheathshall be in orange colorand shall be free from visual defects like blisters, shrink holes,flaking, scratches, groove lines & surface roughness. the color of the 7 nos. plb hdpe ducts shall be green, blue, yellow, brown, violet, grey , red for differentiation. outer sheet thicknessshall be 1.2mm +/-0.2mm. the inner surface of the multi channel ducts shall be spirally ribbed & shall be of a configuration for faster installation of cables. wall thickness(mm) of each of the ducts excluding rib height shall be 2.9mm +/- 0.3mm. iso requirements- iso 9001, 14001, 18001, complete as per specifications and directions of engineer-in-charge. (7 way multi utility duct for ofc) 84 supply of hdpe pipe of size 110mm for distribution system conformingn to latest/ relevant i.s. 4984/1995 specifications with all jointing materials and specials conforming to latest /relevant i.s. specifications including f.o.r. destination and all taxes and insurance etc. with loading, unloading and carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of engineer-in-charge.110mm dia hdpe pipe pn-6 class pe-100 85 supply of hdpe pipe of size 63mm for distribution system conformingn to latest/ relevant i.s. 4984/1995 specifications with all jointing materials and specials conforming to latest /relevant i.s. specifications including f.o.r. destination and all taxes and insurance etc. with loading, unloading and carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of engineer-in-charge.63mm dia hdpe pipe pn-6 class pe-100 86 rcc grade m20 using batching plant transit mixer & manual placing ( side wall, bottom slab for all inspection chamber i.e. storm water, telecom, power, sewer, water) 87 supply and installation on site - recessed double seal ofwith a clear opening of750750 mm di manhole cover and frame(material- ductile iron grade 500/7) of class b125 having minimum load capacity 125 kn load as per en124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by engineer in chargedesign approved by engineer in charge. 88 supply and installation on site - recessed double seal ofwith a clear opening of750750 mm di manhole cover and frame(material- ductile iron grade 500/7) of class d400 having minimum load capacity 400 kn load as per en124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by engineer in chargedesign approved by engineer in charge. (storm water) 89 supply and fixing gully grates red 048 grh – 300 750mm d.i. gully grate & frame in d400 load class , as per bs en 124 black bitumen paint, all complete as per direction of engineer-in-charge. 90 constructing rcc rectangular type manholewith a floating coat of neat cement, foundation concrete 1:6:12mix (1 cement : 6 coarse sand : 12 graded brick bats 40 mm nominal size), and making necessary channel in cement concrete of m-25 grade finished with a floating coat of neat cement, all complete as per standard design and instruction of e-i-c. 91 restoration of water pipeline in case of damage 92 [i] bill no. 9 - horticulture / landscaping works 93 trenching in ordinary soil up to required depth including removal and stacking of serviceable materials and then disposing of as directed and spreading earth & neatly levelling, breaking clods etc. and making the trenched area with designed mounds, paths and sitting spaces etc. to proper levels by filling with earth or earth mixed with manure and properly watering complete work in required topography as per drawing & specifications. 94 supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 95 supplying and stacking at site dump manure from approved source,including carriage up to 1 km (manure measured in stacks will be reduced by8% for payment) 96 mixing earth and manure in specified proportion or as directed. 97 rough dressing the trenched ground including breaking the clods. 98 fine dressing the ground 99 spreading ofmixed good earth and manure in specified proportions as above and in required thickness. 100 uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 101 providing & laying selection no. 1 grass turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, as per direction of officer in charge 102 preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of officer-in-charge. 103 excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc. complete. 104 providing and stacking of nauclea cadamba (kadam) of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. 105 providing and stacking of nyctanthes arbor-tristis (hasingar) of ht. 90-105 cm in earthen pots of size 20 cm as per direction of the officer-in-charge. 106 providing and stacking of terminalia arjuna of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. 107 providing and stacking of plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size hdpe bags as per direction of the officer-in-charge. 108 providing and stacking of plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size hdpe bags as per direction of the officer-in-charge. 109 providing and stacking of ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 110 providing and stacking of ficus reginald well branched, bushy of height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge.. 111 providing and stacking of duranta golden, having ht.15 to 20 cm bushtyshape with fresh and healthy leaves in 15 cm size of earthen pot/plastic pot & as per direction of the officer-in-charge.. 112 providing and stacking of tradescantia zebrina having in 15 cm size of earthen pot/plastic pot & as per direction of the officer-in-charge. 113 providing and stacking of wedelia trilobata,full of leaves in 15 cm size ofpoly bags & as per direction of the officer-in-charge. 114 providing and stacking of asparagus sprengeri of height 30 cm to 45 cm, full of leafy branches in 15 cm size of earthen pot / plastic pot & as per direction of the officer-in-charge.. 115 providing and stacking of ophiopogon jaburan ( variegated ), full of variegated leaves in earthen pot/plastic pot of size 20 cm. as per direction of the officer-in-charge. 116 providing and displaying of croton petra bangalore variety having ht. 60 cm to 75 cm with 4 to 6 branches, well developed, fresh and healthy colorful leaves in 25 cm size of earthen pot/plastic pot & as per direction of the officer-in-charge. 117 providing and fixing ms iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 nos (25 x 6 mm) and 8 nos (25 x 3 mm) vertical ms riveted to 3 nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects. 118 street light works (excluding gst) 119 supply & fixing of 9 mtr gi octagonal pole of approved make (top dia 70mm, bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 mtr length) on rcc foundation including the cost of foundation, foundation bolts, excavation & back filling and required t&p complete in all respect 120 supply and fixing of led street light fitting having die cast aluminium body and diffuser with driver set suitable for 110 to 130 watt. confirming to ip 66 protection complete in all respect. cat: aaa 121 supply and laying of 16 sq.mm. 4 core aluminium conductor pvc insulated armoured served sheathed cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. on surface the cable run shall be fixed on m.s. clamps etc. of suitable size or as directed by the engineer-incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 122 supplying and laying 6 swg g.i. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with gi thimble etc. as required. 123 supply and burring of safe earthing electrode t-39 (hot-dip galvanized), length up to 3000mm, outer pipe 76mm inner dia38mm terminal dia 12 mm ,outer gipipe of 16 swg and inner gi pipe of 12 swg withhot dip galvanization up to 100 micron filled with crystalline conductive mixture (ccm) having anti corrosive & conductive property with 50 kgs activated soil (bfc) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square c.i. frame with hinged cover & masonary housing. (from electrode terminal to switch board, cost of 25 x 3 gi. strip will be extra) make: as approved in u.p. p.w.d., & c.p.r.i. certified. 124 making connection of each street light by s/l 1.5 sqmm frlsh copper wire complete as per direction of engineer in charge. 125 supply & fixing of 9 mtr gi octagonal pole of approved make (top dia 70mm, bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with double arm bracket (1 mtr length each ) on rcc foundationincluding the cost of foundation, foundation bolts, excavation & back filling and required t&p completee in all respect. 126 supply & laying of 63 mm dia (od-63 mm & id- 51 mm nominal) dwc hdpe pipe isi marked along with all accessories like socket, bend, couplers, etc. conforming to is 14930, part ii complete with fitting and cutting, jointing, etc. direct in ground (75 cm below ground level) including excavation & refilling the trench but excluding sand cushioning & protective covering etc, complete as required. 127 supply and fixing for automatic street light cubical control juction box painted with anti-corrosive alkali and acid proof pait consisting of 6 amps mcb (b - curve) complete in all respect 128 supply and fixing of 16 sq.mm plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the engineer-incharge. 129 supply and fixing of 40 amp. capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch tso 100 series with contactors, hrc fuses, isolating switch metering instrument & instrument box with cts etc. in case of tpn, complete in all respect. 130 supply and laying of 32 mm x 6 mm g.i. strip from earth electrode directly in the ground as required complete in all respect. 131 supply/ erection of surface mounted decorative pole 4500 mm long having base plate 300x300x12 mm with the bottom dia 139 mm upto 1 mtr long with the thickness of 3.6 mm and the top dia is 76 mm upto 3.5 mtr. log. decorative pole made out of galvanized iron tube with cast aluminium embellishments. the poles are painted with polyturetnane paint. the pole have service window at the bottom on the pole for housing the mcb and terminal strips and as per attached drawings. 132 s/f of single arm decorative bracket 100 mm long made of cast iron/ aluminium embellishments painted with polyturetnane paint. 133 supply of led decorative drop down light made of aluminium housing fitted with polycarbonate diffuser having 500 mm dia with 70 w. 134 supplyandlayingof aluminiumconductorpvc insulated armoured served sheathed cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. on surface the cable run shall be fixed on m.s. clamps etc. of suitable size or as directed by the engineer-incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 16 sq. mm 4 core 135 supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch tso 100 series with contactors, hrc fuses, isolating switch metering instrument & instrument box with cts etc. in case of tpn, complete in all respect. 40 a tpn 136 supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the engineer-incharge. 16 sq. mm 137 supply & laying of 63 mm dia (od-63 mm & id- 51 mm nominal) dwc hdpe pipe isi marked along with all accessories like socket, bend, couplers, etc. conforming to is 14930, part ii complete with fitting and cutting, jointing, etc. direct in ground (75 cm below ground level) including excavation & refilling the trench but excluding sand cushioning & protective covering etc, complete as required. 138 supply and laying 6 swg g.i. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with gi thimble etc. as required. 139 supply and burring of safe earthing electrode t-39 (hot-dip galvanized), length up to 3000mm, outer pipe 76mm inner dia38mm terminal dia 12 mm ,outer gipipe of 16 swg and inner gi pipe of 12 swg withhot dip galvanization up to 100 micron filled with crystalline conductive mixture (ccm) having anti corrosive & conductive property with 50 kgs activated soil (bfc) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square c.i. frame with hinged cover & masonary housing. (from electrode terminal to switch board, cost of 25 x 3 gi. strip will be extra) make: as approved in u.p. p.w.d., & c.p.r.i. certified. 140 part - b utility shifting (including gst) 141 converstion of lt overhead line by underground lt line 142 lt xlpe insulated cable of size 3.5x400 sqmm. 143 lt xlpe insulated cable of size 3.5x240 sqmm. 144 lt xlpe insulated cable of size 3.5x150 sqmm. 145 lt xlpe insulated cable of size 3.5x70 sqmm. 146 9 mtr long stp 147 hdpe pipe 140mm dia peb0, pn-6 148 hdpe pipe 120 mm dia peb0, pn-6 149 hdpe pipe 75 mm dia p880, pn-6 150 aluminium crimping lugs 400sqmm 151 aluminium crimping lugs 240sqmm 152 aluminium crimping lugs 150sqmm 153 aluminium crimping lugs 70sqmm 154 6 swg g.l. wire for earthing along cables. 155 cable end termination using total double compression brass glands and crimping type cu. thimbles for 3.5x400 sqmm. lt cable 156 cable end termination using total double compression brass glands and crimping type cu. thimbles for 3.5x240 sqmm. lt cable 157 cable end termination using total double compression brass glands and crimping type cu. thimbles for 3.5x150 sqmm. lt cable 158 cable end termination using total double compression brass glands and crimping type cu. thimbles for 3.5x70 sqmm. lt cable 159 main lt panel at sub station- 400 kva (type a-2)lncomer- 1 set of 800 amp. tp mccb with spreader & extended handlemetering on lncomer - 1 set of digital ammeter with ass- 1 set of digatal voltmeter with vss- 1 set of led type phase lndicating light (22.5 mm.)with control mcbsoutgoing- 6 set of 250 amp. tp mccb with spreader & extended handte( 5 nos. + 1 no. for capacitor panel)- 2 set of 100 amp. tp mccb with spreader & extended handle 160 main lt panel at sub statton- 250 kva (type a-2) lncomer- 1 no. 630 amp. tp mdo acb with inbuilt mpr release with i ontoff tnai.ating lightmetering on lncomer - 1 set of digital ammeter with ass- i set oldigital volt-meler wirh vss- 1 set of led type phase indicating light (22.5 mm.j with control mcbs outgoing - 5 set of 250 amp. tp mccb with spreader & exrended handle- 2 set of 100 amp. tp mccb with spreader & extended handle flnstallation oflt distribution boards for lt underground system (type a,b&cj) 161 supply , installation, testing & commissioning of outdoor type feeder pillar panetto be made of 2 mm crca sheet and covers will be j.6mm crca sheet dulypowder coated paint with 300 amps al. busbar. (type-b2)lncomer - 250 amp. tp mccb - 1 no.outgoing - 63 amp. tp mccb - 5 nos.lnstallation of lt distribution boards forlt underground system (type-a, b & c) 162 outdoor type feeder pillar panel to be made of 2 mm crca sheet and covers will be 1.6mm crca sheet duly powder coated paint with 300 amps al. busbar. [type-b3] incomer - 100 amp. tp mccb - 1 no. outgoing - 63 amp. tp mccb - 4 nos.lnstallation of lt distribution boards for lt qnderground system [tvpe-a, b & cl 163 lockable distribution boxes of size 450x400mm with bus bar 100 amp. tpn to feed upto 10 houses (type c) 164 xlpe lt service armoured cable for single phase,2x6 sq. mm.(pvc armoured consumer service cablel 165 xlpe lt service armoured cable for single phase,2x10 sq. mm.(pvc armoured consumer service cablej 166 xlpe lt service armoured cable for three phase,4x10 sq. mm.[pvc armoured consumer service cablel 167 xlpe lt service armoured cable for three phase,4x1.6 sq. mm.(pvc armoured consumer service cablel 168 xlpe lt service armoured cable for three phase,4x25 sq. mm.(pvc armou[ed consumer service cable) 169 pvc pipe 32 mm dia 170 pvc pipe 50 mm dia 171 electronic kwh meter 1px2w with box. for single phase consumer 172 electronic kwh meter 3px4w static meter with box.for three phase consumer 173 carriage , laying of 3.5cx400 sq.mm size lt xlpe insulated cable underground in hdpe pipe size 140 mm dia. 174 carriage, laying of 3.5cx150/240 sq.mm size lt xlpe insulated cable underground in hdpe pipe size 1.20 mm dia. 175 carriage ,laying of 3.5cx70 sq.mm size lt xlpe insulated cable underground in hdpe pipe size 75mm dia. 176 painting of stp incuding paints [2 ltr red oxide and 2 ltr alluminum paint for each pole.l 177 grouting of st pole 178 cartage , erection and dismentling charges 22% of materials cost 179 conversion of 11kv overhead/underground line by 11kv line underground 180 11 kv cable size 3x185 sq.mm xlpe 181 stp 11m-is 410 sp-55 182 g.l pipe 4 dia 183 top channel 100x50x2240 mm 184 hdpe pipe 160 mm dia pe 80, pn-6 185 service clamp o/s 186 clamp for fixing pipe to pole 187 11 kv cable jointing kit size 3x185 sq.mm xlpe o/d 188 11 kv cable jointing kit size 3x185 sq.mm xlpe s/t 189 earthing complete. 190 m.s. nut & bolt with washer 191 bracing angle 65x65x6x2700 mm with clamp 192 stone pad 193 number plates with clamp 194 danger board & clamp with bolts & nuts 195 stay complete 196 g i barbed wire 197 carriage , layrng of 3x185 sq.mm size 11 kv xlpe insulated cable underground in hdpe pipe dia 160 mm. 198 painting of stp incuding paints (2 itr red oxide and z lt. allrn inrm pal,1t for each pole.) 199 grouting of st pole 200 grouting of stay set 201 cartage , erection and dismentling charges 22% of materials cost 202 conversion of 33kv overhead/ underground line by 33kv line underground 203 cable al. 3x300 sq.mm. xlpe 33 kv 204 stp 11m-is 410 sp-55 205 g.l pipe 6 dia 206 m.s.top channel 100x50x2240 mm 207 hdpe pipe 200 mm dia pe 80, pn-6 208 service clamp o/s 209 clamp for fixing pipe to pole 210 bracing angle 65x65x6x4300 mm with clamp 211 33 kv cable jointing kit 3x300 se mm outdoor 212 33 kv cable jointing kit 3x300 se mm straight through 213 earthing of pole by ms earthing rod of 2ox25o0 mm & 6 swg earthr.ng wire etc. 214 m.s. nut & bolt with washer 215 number plates with clamp 216 danger board & clamp with bolts & nuts 217 stay complete (stay rod 15x1800mm, stay wire 5 kg,, stay clamp, boult & nut rvith grouting 218 daner bqard barbed wire includin jumpering 219 carriage , layrng of 3x300 sq.mm size 33 kv xlpe insulated cable underground in hdpe pipe dia 200 mm. 220 painting of stp incuding paints (2 itr red oxide and z lt. allrn inrm pal,1t for each pole.) 221 grouting of st pole 222 grouting of stay set 223 cartage , erection and dismentling charges 22% of materials cost 224 installation of 250 kva transformer on dp for the shifting of 3 no. 250 kva. 9 no.400 kva & 3 no. 630 kva transformer 225 stp 11m-is 410 sp-55 226 ms channel 100x50x2240 mm 227 service clamp for round pole 228 m.s. bolt and nuts off size with washer 229 l.t. cable 3.5ox4oo so m 230 ltxlpe insulated,unarmoured aluminium singlc corc cable,1x240sq. mm.sizc 231 lt xlpe insulatcd,unarmoured aluminium singlc core cablc,1x400 sq. mm.size 232 earthing of 250 kva t/f with g.i. pip[ 233 earthing rod complet. 234 1 1 kv d.o. fi]se sets 235 1 1 kv tpmo 236 d.d. wire 70 qs mm 237 250 kva t/f 238 l.t. cubical b0x complete 239 l,t. cable 3.50x240 sq mm 240 stay set complete, 241 aluminimum lug 70 sqmm 242 aluminimum lug 240 sqmm 243 aluminimum lug 400 sqmm 244 pvc tape 245 t/f bushing connector of copper strip 246 labour , cartage & errection charges and dismentaling of existing t/f 247 dismentling and cartage from site to store charges 7% (other misclenous charges)

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