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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

State Government

TRN :49033374 | 16 May, 2025

Tender Value : 0

Kashmir - Jammu And Kashmir

Tender for annual maintenance contract amc for civil/sanitary repairs to various assets of jktdc for the calendar year - providing/fixing of c.p. fittings of jaquar /cera / hindware or equivalent make including all leads lifts and carriages conmplete. 2 a.bib-cock/pillar cock/angle valve 15-mm dia 3 b. wall mixer/sink mixer/basin mixer 4 c. c.p. nipple 2/3/4/6 (1/2) 5 d. c.p.jet 6 f. health fucet 7 g.grating 8 h. p. v.c. connection(1/2) 12/18/24 9 i. c.p. coupling 10 j. bottle trap 11 k. c.p. showe with arm 12 l.glass shelf 13 m.soap case steel/glass 14 n. p.v.c corner shelf 15 o. pvc waste pipe 1/4,1/2 16 p. pvc siphon complete 17 q. pvcsiphon consolation complete 18 r. ¾’’+½’’ pvc siphon washels. 19 s. pvc flush handle 20 t. pvc seat cover plain/hydrolic 21 u. pvc seat cover consolation 22 v. pvc cistern 23 w. spandle (parko/ jaquar/cera). 24 x. gyzer bolt 25 y. connection washels 26 z. spandle washels 27 aa. mixer washels 28 bb.seat hinges normal 29 cc. seat hinges consolation 30 dd.pvc connection thread tape 31 ee.looking mirror with pvc frame 2-feet/ 2.5-feets 32 ff.mixer legpair 33 gg. towel rod 34 hh. towel ring 35 ii. paper holder 36 jj. angle value two in one 1.2 37 kk. water storage tank 38 ll. kitchen sink stainless steel 1.5-feet/2-feet 39 jj. brass ball cock 1/2,3/4/1-inch 40 providing/fixing of chinaware of standard quality includingcutting and making good the wall with all leads lifts and carriages complete. 41 a. english w.c/indian w.c 42 b. wash-basin 43 c. wash-basinpediatal 44 d. vanity wash basin of standard size 45 e. english w.c with cistern combined set (one piece set) 46 providing and fixing of pvc pipes of standard quality and fittings including all leads lifts and carriages complete. 47 a. 3/4 pvc pipes 48 b. 3/4 pvc plain bend 49 c. 3/4 pvc door bend 50 d. floor trap/master trap 3, 4 51 i. 12x12/ 18x18 hard plast pvc cover and frame 52 j. bottle trap 53 providing/fixing ofppr pipes and fittings ofapproved quality including all leads lifts and carriages complete. 54 a. 25-mm / 20-mm /32-mm dia ppr pipes 55 b. 25-mm/20-mm ppr fittings, elbow / socket / reducer/ tees/ 56 c. angle valve / gate valve of 25/20-mm dia 57 d. . 25 mm dia ppr plug 58 e.. 25 mm/20-mm adaptor (female) 59 f. 32 mm adaptor (female) 60 g. 25 mm 20-mm adaptor (male) 61 h.32 mm adaptor (male) 62 i.20 mm ball value 63 j.20 mm ,union 64 k. 25 mmunion 65 l. 32 mm ,union 66 m.40-mm ball valve 67 n.25 mm ball value 68 o.32 mm ball value 69 providing/fixing ofg.i piesfittings ofapproved quality including all leads lifts and carriages complete. 70 a. 15/20-mm dia g.i.pipe 71 b.25/40-mm dia g.i. pipe 72 c. g.i. fittings such as elbow/socket/tee/reducer (1, 1/2,3/4) 73 d. g. i. 15/20-mm ball valve /gate valve (25-mm/32-mm) 74 e. 1- hpmotor of standard quality 75 f.0.5- motor of standard quality 76 g.15mm dia20-mm dia - 25-mm dia union 77 h. 15 /20/25-mm dia(upto 600-mm nipple). 78 i. 15 mm cross over 79 j. 15 mm/ 25-mm tanki nipple. 80 k. 20 mm dia upto 600 mmlongnipple. 81 l. 20 /15 mm plug. 82 providing & fixing of hardware fitting and fixtures of m.s/ aluminium approved make including all leads lifts complete. 83 a. 3/4/5 hinges 84 b. 4/6/8 handle 85 c. 8- l-drop 86 d. 10/12-l-drop 87 e. 4/6 tower bolt 88 f. hydrolic door closer 89 g.door stopper 90 h. 6/8 i-hooks 91 providing/laying of cement concrete works in followinh mixes. 92 a.1:4:8 mix (1-cement : 4-sand: 8 graded strone agg). 93 b.1:2:4 mix (1-cement :2-sand: 4 graded strone agg). 94 c.1:3:6 mix (1-cement : 3-sand: 6graded strone agg). 95 d.1:1.5:3 mix (1-cement : 1.5-sand: 3 graded strone agg). r.c.c work only. 96 p/laying of laminated ac3 parquet flooring 6- mm thick with foam in floor including cost of cornice/side beading including cost of nails, fevicol with foamt- profile etccomplete. 97 dismantling of wooden flooring including frames/rails posts etc including stacking of serviceable material and disposal of unserviceable material, both lead upto 50-mt. 98 providing & fixing of wooden flooring made up ist class deodar wood including fixed with nails & providing of other required accessories all complete.( 40-mm thick). 99 wood work in trusses purlins rafter of 1st class budloo wood/fir woodor equivalent incl. hoisting fixing with nails etc. 100 provioding/ fixingof door window shutters glazed/panelled 1st class kailincluding cost of nails etc complete of required thickness excluding panelling / glazing which will be paid seperately 101 providing/fixing of galvanised ms wire gauze of average width with wire of dia 0.63 mm for doors, windows wherever required including all carriages and cost of other materialsviz beading complete. 102 re-enforcement for rcc work including straightening cutting, bending, placing in position and binding all complete including all carriages of tmt bars (thermo-mechanically treated bars). 103 providing and fixing of panellingor panelling and glazing for panelled or glazedshutters for doors, windows 104 a. kail wood 105 b. 4-mm thick glass 106 providing wood work in frames of door, window, chowkhats and other frames wrought framed and fixed in position with hold fasts, lugs or with dash fasteners of required dia and length first class kail wood. 107 providing/fixing of weather boarding 20-mm thick of first class kail wood plank including cost of frame work if any for making even surface where ever required complete job. 108 providing and fixing ofwire gauzeshutters using galvanized m,s. wire gauze of average width for aperture 1.4-mm in both the directionswith wire of dia 0.63 mm for doors, windowswith isi marked m.spressed butt hinges bright finished ofrequired sizewith necessary screws as directed .using first class kail wood. including all carriages and cost of other materials complete. 109 supply & fixing of 12-mm thick foam complete including adhesive . 110 dismantling of cement concrete / r.c.c work including disposal of excavated material upto 1-km lead complete. 111 providing & fixing of all sorts of tile/marble/ granitework in 1:4-mix (1-cement 4:sand) over a bed of 20-mm thick cement mortar complete. 112 b. glazed/ceremic tiles 113 c. cement concrete tiles 114 e.. 20-mm thick marble work 115 f. 16-mm thick granite flooring work 116 engagement of skilled / semi skilled man power as under:- 117 a. massion 118 b. carpentor 119 c. plumber 120 d. welder 121 e.blacl smith 122 f.drain cleaner 123 g. sweeper 124 h.labour 125 i. . skilled labour 126 p/fixing of stainless steel alimarah. 127 stainless steel curtain rods including brackets, side balls, screws etc complete job. 128 p/fixing of 12 mm ply including frame work. 129 p/fixing of 10 mm ply including frame work. 130 p/fixing of 19 mm ply including frame work. 131 p/fixing of 8-mm ply including frame work. 132 p/fixing of nodic panelling including frame work. 133 p/fixing of 12 mm thick mdf including frame work.single side laminated (ssl). 134 p/fixing of 6 mm thick mdf including frame work. single side laminated (ssl). 135 p/fixing of 1’’ to 3’’ width cornices of approved material. 136 p/fixing of colour coated cgi sheet roofingof 0.50-mm thick including nails, washels, etc complete job. 137 providing/fixing of 3.5-mm to 5-mm ordinary glass sheets for window paines including cost of beading etc complete. 138 earth work excavationin trenchs/foundation footingsin all kinds of soil including disposal of surplus soil and re-filling of the soil as required at site. 139 constructionof cement concrete manholes including dismantling of existing defunct slab, walls, in cement mortar 1:4 (1 cement 4 coarse sand) rcc top slab/walls with 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate) foundation concrete 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40mm nominal size) side plaster 12mm thick with cement mortar 1:3 (1 cement:3 coarse sand) finished with floating coat of neat cement. size of main hole upto 600 x 600x450 -mm , including top made of cast iron frames with cover. complete job including carriage of required materialsfrom source to site, including all leads , lifts and headloads etc. 140 providing and applying 12-mm/15-mm cement plaster interior / exterior in 1:4-mix complete. 141 providing/fixing of msholdfasts of required size. 142 repair to iron workby way ofnecessary correction including requisite material weilding etc complete job . 143 structural steel work in built of section including bending, wielding, cutting, and primer coat in trusses fencing etc complete job. 144 dismantling of wall tiles/granite/ plaster including disposal of excavated material upto lead as directed complete. 145 prividing/applying of following painting / priming / snowcem/ touch wood and polishing items. 146 a. primer red oxide on steel / wood work 147 b. synthetic enemal paint two or more coats 148 c. snowcem two or more coats 149 d.touch woodtwo or more coats 150 e.plastic emulsion two or more coats 151 f. ready mixed paint two or more coats 152 g.washable oil bound distemper two or more coata

State Government

TRN :49019580 | 14 May, 2025

Tender Value : 7.89 Lacs

Mohali - Punjab

Tender for tender for misc civil works in the campus; 1 supplying and filling in plinth withsand under floors, including watering, ramming, consolidating and dressing complete. 2 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 3 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 4 providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - all work up to plinth level : 5 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from naturalsources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 6 centering and shuttering including strutting, propping etc. and removalof form for 7 foundations, footings, bases of columns, etc. for mass concrete 8 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 9 thermo-mechanically treated bars of grade fe-500d or more. 10 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: 11 cement mortar 1:6 (1 cement : 6 coarse sand) 12 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 13 600x600 mm 14 12 mm cement plaster of mix : 15 1:6 (1 cement: 6 fine sand) 16 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 17 distempering with 1st quality acrylic distemper (ready mixed) having voc (volatile organic compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 18 old work (one or more coats) 19 removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete 20 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 21 one or more coats on old work 22 supplying and stacking at site. 23 good earth 24 taking out existing cc interlocking paver blocks from footpath/ centralverge, including removal of rubbish etc., disposal of unserviceablematerial to the dumping ground, for which payment shall be madeseparately and stacking of serviceable material within 50 metre leadas per direction of engineer-in-charge. 25 laying old cement cocrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern overand including 50 mm thick compacted bed of coarse sand, filling thejoints with fine sand etc. all complete as per the direction of engineer in-charge. (old cc paver blocks shall be supplied by the departmentfree of cost).

Government Departments

TRN :49019859 | 21 May, 2025

Tender Value : 10.21 Lacs

Agra - Uttar Pradesh

Tender for tender for hariparvat zone, room no. 44, c-block, new agra, c.c. road improvement work by. - scrapping of the maxpalt bitumen road etc. all complete. 2 earth work in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by engineer-in-charge: all kinds of soil. 3 demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 4 by machenical transport including loading, unloading and stacking of earth (upto 10 km) 5 1:5:10 (1 cement: 5 coarse sand (zone-iii) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) 6 providing and laying design mix cement concrete of m-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy m.s. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of engineerin-charge (item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). cement concrete manufactured in automatic batching plant (rmc plant) including transportation to site in transit mixer 7 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4 (1 cement: 4 coarse sand) 8 cement plaster in coarse sand : 12mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) 9 raising & re-fixing of manhole including all material labor t&p etc. all complete. 10 r.c.c. precast slab 900mm x 450mm having thickness (150mm with 10mm dia) reinforcement double cage and having two lifting handles. 11 supply and fixing of black granite stone board and approved standard matter with brick work, plaster & paint etc. all complete. 12 sub total (a) 13 add / deduction for estimate figure amount match 14 grand total

State Government

TRN :49020061 | 13 May, 2025

Tender Value : 0

Kanpur - Uttar Pradesh

Tender for tender for annual repair to mc robertganj colony - dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. dsr -15.56 2 12 mm cement plaster of mixwith 1:6 (1 cement: 6 coarse sand) dsr 13.4.2 on wall. 3 12 mm cement plaster of mixwith 1:4 (1 cement: 4 coarse sand) dsr 13.4.1 on celling. 4 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) nondecorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 35 mm thick including isi marked stainless steel butt hinges with necessary screws.dsr-9.21.1 5 providing and fixing bright finished brass tower bolts (barrel type) withnecessary screws etc. complete :200x10 mm dsr9.74.2 6 providing and fixing bright finished brass door latch with necessary screwsetc. complete :300x16x5 mm dsr 9.75.1 7 providing and fixing isi marked oxidised m.s. sliding door bolts with nuts and screws etc. complete : (copper oxidized as per is: 1378) 300x16 mm dsr 9.62.2 8 providing and fixing bright finished brass handles with screws etc.complete: 125 mm dsr 9.81.3 9 providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete dsr 9.82 10 providing and fixing fly proof galvanized m.s. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. with second class teak wood beading 62x19 mm.dsr-9.51.1 11 removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. completedsr - 13.88 12 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.dsr-13.80 13 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade old work (two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface dsr-13.112.1 14 finishing walls with water proofing cement paint of required shade .( old work one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of priming coat. ) dsr-13.109.1 15 distempering with 1st quality acrylic distemper (ready mixed) having voc (volatile organic compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour .dsr-13.81 16 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : one or more coats on old work dsr-13.99.1 17 providing and laying rectified glazed ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to is : 15622, of approved make, in all colours, shades, except white, ivory, grey, fume red brown, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding pointing the joints with white cement and matching pigments etc., complete. dsr-11.39 18 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding grouting the joints with white cement and matching pigments etc., complet size of tile 600x600 mm .dsr-14.41.2 19 providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of engineer-in-charge. with granite stone of area less than 0.50 sqm. dsr 16.86.1 20 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings and 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.15 mm nominal dia pipes . dsr 18.8.1 21 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply and all cpvc plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and testing of joints complete as per direction of engineer in charge. 25 mm nominal dia pipes . dsr 18.8.3 22 providing and fixing c.p. brass bib cock of pproved quality conforming to is:8931 : 15 mm nominal bore sor/dsr 18.49.1 23 providing and fixing c.p. brass long nose bib cock of approved quality conforming to is standards and weighing not less than 810 gms. 15 mm nominal bore sor/dsr 18.50.1 24 providing and fixing c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is:8931 15 mm nominal bore sor/dsr 18.53.1 25 providing and fixing c.p. brass stop cock (concealed) of standard design and of approved make conforming to is:8931.15 mm nominal bore dsr 18.52.1 26 providing and fixing wash basin with c.i. brackets, 15 mm c.p. brass pillar taps, 32 mm c.p. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require. white vitreous china wash basin size 630x450 mm with asingle 15 mm c.p. brass pillar tap dsr 17.7.2 27 providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests dsr 17.1.2 28 providing and fixing white vitreous china pedestal type water closet (european type w.c. pan) with seat and lid, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to is : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever requiredw.c. pan with isi marked white solid plastic seat and lid dsr 17.2.1 29 providing and fixing kitchen sink with c.i. brackets, c.p. brass chain with rubber plug, 40 mm c.p. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required: 17.9.1 white glazed fire clay kitchen sink of size 600x450x 250 mm .dsr -17.9.1 30 providing and fixing t-iron frames for doors, windows and ventilators of mild steel teesections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).40x40x6mm@3.5kg/m . dsr 10.13.1 31 brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to is: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) . with f.p.s.(non modular) bricks .dsr-6.4.2 32 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in:: cement mortar 1:6 (1 cement : 6 coarse sand)dsr 6.1.2 33 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate dsr 11.3.1 34 providing and fixing p.v.c. low level flushing cistern with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete.10 litre capacity - white .dsr-17.18.1 35 providing and placing on terrace (at all floor levels) polyethylene water storage tank, is : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. dsr-18.48 36 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 getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by engineer-in-charge. all kinds of soil dsr 2.6.1 37 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). dsr 4.1.8 38 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes.110 mm diameter dsr12.41.2 39 renewing glass panes, with wooden fillets wherever necessary:float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) dsr14.6.1 40 cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 psi for sewer line from 150 mm dia upto 300 mm dsr 14.77 41 reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) dsr 5.2.2 42 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. thermo-mechanically treated bars of grade fe-500d or more.dsr 5.22a.6 43 centering and shuttering including strutting, propping etc. and removal of form work for : columns, piers, abutments, pillars, posts and struts.dsr 4.3.3

State Government

TRN :49020265 | 13 May, 2025

Tender Value : 17.34 Lacs

Delhi - Delhi

Tender for e.i.u.s. (revenue) providing and laying cc pavement over existing deteriorated cc pavements and raising of drains in jj cluster a - block, jahangirpuri (pid-16722).- 1 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge.nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 2 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge.nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 3 demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. in cement mortar 4 desilting of nallah / drain in running flow and under foul condition for depth not exceeding 1.50 metre . including removal of stones , brickbats, garbage, silt mud, polythene , sewage if any etc. and diversion of flow of sludge if required and removing the same away from cluster at the place as directrd by engineer-in-charge. disposed silt to be levelled and neatly dressed. 5 earth work in excavation by mechanicalmeans (hydraulic excavator)/manual means in foundation trenches or drains (not on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil a directed, within a lead of 50 m. all kinds of soil. 6 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-iii) : 4 graded stone aggregate 20 mm nominal size). 7 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-iii): 10 graded stone aggregate 40 mm nominal size). 8 providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of r.m.c. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per is : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the engineer-in-charge.” note : excess/less cement used than specified in this item is payable/ recoverable separately all works upto plinth level : m-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 9 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4(1 cement : 4 coarse sand) 10 half brick masonry with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) 11 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) 12 neat cement punning. 13 providing and fixing factory made precast rcc perforated drain covers, having concrete of strength not less than m-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional t.m.t. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with m.s. flats of size 50 mm x 1.6 mm complete, all as per direction of engineerin- charge. 14 providing and fixing non a.c. multipurpose fiber cement board strips in joints of cement concrete pavements. 50mm+- 5mm wide and 6mm thick having normal length not less than 90cm. 15 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-iii): 10 graded stone aggregate 40mm nominal) manufactured sand derived from recycled concrete aggregate (rca): 10 graded stone aggregate 40 mm nominal size). 16 providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. all work upto plinth level. 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including manufacture sand derived from recycled concrete aggregate (rca) upto 25% 4 graded stone aggregate 20mm nominal size including recycled concrete aggregate (rca) upto 25% 17 providing and laying dry brick aggregate 40mm nominal size in foundation and plinth or under floors at all level including spreading and ramming in layers as directed by engineer-in-charge 18 suply of earth and banking the same in layer not exceeding 20 cm indepth braking clods watering rollieach layr with 182 tonne roller of wooden or steel rammer including dressing up in embankment for rods, foloods banks, guide banks or filling of ground depressions with all lead and lift etc. complete. 19 add for cost index @35.22 %as per order by gnctd. except item no.15 and 16 (i.e. on 3987.30+6608.75 = rs.10596.05) 20 deduct 9.50% as per gnctd

State Government

TRN :49020344 | 15 May, 2025

Tender Value : 2.55 Crore

Shahbad - Delhi

Tender for e.i.u.s. (revenue) providing and laying cc pavement and drains in deteriorated lanes at jj cluster adjacent to a-block, shahbad daulatpur (in situ upgradation scheme) (pid-16309).- 1 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 2 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone -iii) including manufactored sand derived from recycled concrete aggregate (rca) upto 25%: 4 graded stone aggregate 20 mm nominal size including recycled concrete aggregate(ra) upto 25%. 3 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate40 mm nominal size) 4 providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of r.m.c. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per is : 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability as per direction of the engineer-in-charge.”all works upto plinth level :m-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 5 providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 6 centering and shuttering including strutting, propping etc. and removal of form for :foundations, footings, bases of columns, etc. for mass concrete 7 steel reinforcement for r.c.c. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.thermo-mechanically treated bars 8 brick work with common burnt clay f.p.s. (non modular) bricks of classdesignation 7.5 in foundation and plinth in: cement mortar 1:6 (1 cement : 6 coarse sand) 9 half brick masonry with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) 10 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) 11 neat cement punning. 12 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in- charge.nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 13 demolishing r.c.c. work manually/ by mechanical means includingstacking of steel bars and disposal of unserviceable material within 50metres lead as per direction of engineer - in- charge. 14 demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. in cement mortar 15 providing and placing in position 100mm thick factory made machine batched & machine mixed precast rcc rectangular covers on drains of footpath of various sizes,of m-25 grade cement concrete for rcc work, including cost of centering, shuttering, reinforcement of 8mm dia tmt bars of fe500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100mm wide ms sheet duly painted over priming coat , reinforcement to be welded at edges with ms sheet and providing 2 nos. 12 mm dia bar for hooks etc i/c cost of cartage ,all leads & lift, handling at site etc. all complete as per direction of engineer-in-charge. 16 providing and fixing in position pre-cast r.c.c. manhole cover and frame of required shape and approved quality 19.19.1 l d- 2.5 circular shape 560 mm internal diameter 17 providing and laying dry brick aggregate 40mm nomial size in foundation and plinth or under floors at all level including spreading ramming in layers as directed by engineer-in-charge. 18 supply of earth and banking the same in layers not exceeding 20 cm in depth breaking clods watering, rolling each layer with 1/2 tonne rolller or wooden or steel rammer and dressing up in embankment for roads, flood banks and filling of ground depression with all leads lifts etc. complete 19 supply of malba/building rubbish and banking the same in layers not exceeding 20cm in depth including breaking clodes, watering, rolling each deposited layers with half tonne roller or wooden or steel rammer and dressing up in embankement for roads, flood banks, guide banks or filling of ground dpression with all leads lifts complete. 20 p/f non asbests multipurpose fibre cement board strip in joints of cement concrete pavement, 50mm+-5mm vide and 6mm thick having normal length not less than 90cm. 21 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:5:10 (1 cement : 5 manufactored sand derived from recycled concrete aggregate (rca): 10 graded stone aggregate 40 mm nominal size recycled aggregate(ra)). 22 add for cost index @31.27 %as per order by gnctd (except item no. 3 & 5) 23 deduct 9.50% as per gnctd

State Government

TRN :49020750 | 20 May, 2025

Tender Value : 3.62 Lacs

Baghpat - Uttar Pradesh

Tender for tender for road construction work by cc from shishupals house to dishas house - dismentling of old interlocking tiles 2 disposal of dismenteled material 1 km far from site 3 earth work in cutting or embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankmentte as directed by the engineer incharge . complete in all respect as per sino. 253(a) + 2km cartage. 4 concrete in 1:4:8 with cement, fine sand and 4cm gauge brick ballast in foundation complete in all respect. si no. 275 5 m -150 brick work with in 1:5 (one cement & five corse sand) mortar in foundation and plinth i as per s.i. no 305 (a). 6 12 mm thick plaster with cement and coarse sand mortar in 1:4 over brick work minimum thickness not be less than 1 cm k as per s.i. no.584(a). 7 cementconcrete with 2 cm gauge stone grit, coarse sand & cement in the proportion of 4 :2:1as per s.i. no. 279(a). 8 r.c.c. work with cement approved coarse sand and 2 cm gauge approved stone grit in proportion of 1:1.5:3 in slabs asper pwd schedule item no 284 . 9 m.s. (tor steel or plain) in plain work such as r.c.c. or r.b. work. as per pwd schedule s.i. no. 504 10 construction of granular sub base by providing well graded material, spreading in uniform layer with motor grader/tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavator at omc and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401. grade-i 11 construction of un- reinforced cement concrete with 2 cm gauge approved stone grit, coarse sand & cement in the proportion of 3:1.5:1 in pavement complete in all respect as pernew item no. 9(1) 12 s/f information/sign board i/c all comp. at site.

Government Departments

TRN :49020962 | 21 May, 2025

Tender Value : 10.31 Lacs

Agra - Uttar Pradesh

Tender for tender for hariparvat zone, room no. 28, jageshwar nagar, from saurabh house to hubbalal temple, drain repair and road improvement work by interlocking tiles and cc on the side track. - demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of engineer- in-charge. 2 earth work in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by engineer-in-charge: all kinds of soil. 3 by machenical transport including loading, unloading and stacking of earth (upto 10 km) 4 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4 (1 cement: 4 coarse sand) 5 cement plaster in coarse sand : 12mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) 6 1:5:10 (1 cement: 5 coarse sand (zone-iii) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) 7 providing and laying design mix cement concrete of m-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy m.s. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of engineerin-charge (item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). cement concrete manufactured in automatic batching plant (rmc plant) including transportation to site in transit mixer 8 extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 53 mm to 22.4 mm size stone aggregate 9 supplying and stacking at site. red bajri 10 laying, spreading and compacting stone aggregate of specified sizes to wbm specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. 11 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 50 mm 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 colour design and pattern 12 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 13 raising & re-fixing of manhole including all material labor t&p etc. all complete. 14 supply & fixing of r.c.c. manhole frame and cover including all complete. 15 r.c.c. precast slab 900mm x 450mm having thickness (150mm with 10mm dia) reinforcement double cage and having two lifting handles. 16 supply and fixing of r.c.c. slab as per direction of engineer-in-charge etc. all complete. 17 supply and fixing of black granite stone board and approved standard matter with brick work, plaster & paint etc. all complete. 18 sub total (a) 19 add / deduction for estimate figure amount match

State Government

TRN :49021266 | 20 May, 2025

Tender Value : 10.65 Lacs

Baghpat - Uttar Pradesh

Tender for tender for beautification work in nagar panchayat doghat - exavation in foundation in ordinary soil (loam,clay or sand) including lift upto 1.50 m.and including filling watering and ramming of excavated earth into the trenches or into the space beetween the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30 m. from the foundation trenchs .(where machine can not move) as per s.i. no. 251 (a) 2 concrete with 4 cm gauge brick ballast, fine sand of 1.25 f.m and cement, in the proportion of 12:6:1 in foundation and under the floor i/c supply of all materials,labour , t & petc. required for proper completion of the work. as per s.i. no. 273 3 m -150 brick work with 1:4 (one cement & four fine sand mortar ) in foundation and plinth including supply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no 305. 4 r.c.c. work with cement , approved coarse sand & 2 cm guage approved stone grit in proportion of 1:1.5:3 in lintelof doors & windows excluding supply of reinforcement and its bending .but including its fixing and binding the same with 24 b.w.g.g.i. binding wire and including necessary centering and shuttering etc. and supply of all materials ,labour,tools & plants etc.requered for proper completion of the work including cost of binding wire. but in lighter beam havingspans upto 6 m. as per s.i. no. 289 5 r.c.c. work with cement , approved coarse sand & 2 cm guage approved stone grit in proportion of 1:1.5:3 but for slab 284 6 m.s.(tor steel or plain ) in plan work such as rc.c. or r.b. work including bending for proper shape and including supply of steel & its wastage ,bend,hooks,and authorised, overlapping shall be measured and including cost of binding wire.as per s.i. no. 504, 7 m -150 brick work with 1:4 (one cement &four fine sand mortar ) in foundation and plinth including supply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no 304 .but in superstructre including necessary cutting & moulding of bricks add extra labour to this item 305+309(4300.00+225.00=4525.00) 8 cementconcrete with 2 cm gauge stone grit, coarse sand & cement in the proportion of 4 :2:1 includingsupply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no. 279(a). 9 12 mm thick plaster with cement and coarse sand mortar in 1:4 over brick work minimum thickness not be less than 1 cm including supply of all materials, labour, t & p etc. required for proper completion of the work as per s.i. no.584(a). 10 m.s. or iron work of small sizes and section such as holding down bolts ,hold fast tie rods grating etc.same as in item no. 502 above but in m.s. grills / stair case,. raling /gates/trusher racks etc. as per schidule item no. 502 (a) . 11 supply of birbed iron wire 12 supply of birbed iron wire labour only 13 earth work in cutting or embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankmentto be in 20 cm layers i/cramming and dressing the surface to required levels and slopes and also i/c 1.50m lift and 30 m lead. the earth from cutting to be used in making embankment or to be deposited as per spoil banks with in 30 m distance as directed by the engineer incharge . complete in all respect as per sino. 253(a) +261 b 14 supply and laying of 80mm thick precast cement concerete i-shape interlocking paver blocks with top layer of minimum 5 mm thickness having paln dimension 200x(160+120mm) of o.p. cement , smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. the compressive strength of concrete paver block shall not less than 40mpa (m-40) and weigt 4.5kg per no. confirming to is: 15658-2006 including cost of material, with a blanket layer of 4.00cm. thick fine sand labour, t&p and vat etc required for proper completion of the work as directed by engineer-in-charge, including c.p.as per s.i. no. new item no. 14 15 construction of cc road in 1:1.5:3 16 i love doghat size (22*3 feet) 17 iron work structure 18 open gym /jhula/ bench 19 lighting work 20 providing & laying of green grass in ground with labour complete work. 21 supply & fixing of sign boardat site including letter writing, painting both side of board including supply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no.

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