Canal Division - Rajasthan

34071906 engaging hydraulic excavator for rmc system km 17.0 to 39.50 ravi regulation sub division kaithoon for year 2022 23 ...

Nagar Palika Nigam - Rajasthan

33976772 annual rate contract for supply of backhoe excavator loader machine for municipal works. tender no. 35 deputy commissioner garage greater...

Jaipur Development Authority - Rajasthan

33785031 miscellaneous works and hiring of machinery for hawa sadak elevated road, jda, jaipursupply of jcb (excavator cum loader) type 3d on hire including pol & driver at different sites as directed by engineer in charge. 2 supplying of 35 hp diesel tractor trolly with hydraulic lift trolley on hire with driver, cleaner and pol at different sites of jda region as directed by engineer in charge. 3 supply of dumpers on hire charges with driver, cleaner and pol different sites of jda region as directed by engineer in charge. ...

District Hospital - Rajasthan

33774615 supply of surgical items punch biopsy forceps for direct larnygoscope, rigid bronchoscopy forceps for foreign body removal preanut type, broncoscopic, sheath protected cytology brush, upper molar forcep, upper cow horn forceps, lower molar cowhorn forcep, straight eelevator, cross bar elevator, resiosteal elevator, excavator, plastic filling instrument, ball burnisher, probe, explorer, tweezer, instrument boiler, wechsler adult intelligence scale, malins....

Public Works Department - Rajasthan

33770067 tender for rajasthan oriental research institute bikaner rajasthan oriental 1 excavation work by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sum 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 as directed with a lead in a 50 meter including stacking of useful material if available :hard rock (blasting prohibited) useful material 30%. 2 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work upto plinth level.m10 grade nominal mix1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size). 3 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth with :cement mortar 1 : 4 (1 cement : 4 coarse sand). 4 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in superstructure above plinth level upto floor five level in all shapes and sizes in :cement mortar 1 : 6 (1 cement : 6 coarse sand). 5 repair to brick masonry in cement sand mortar 1:6 with new brick. 6 repairs to plaster of thickness 12 mm to 20 mm 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). 7 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20 mm thick. 8 providing and fixing of double leaf steel shutter for cupboard, the frame is made of pressed steel isi section 80×25 mm ×1.25 mm thick with 1.00 mm ms sheet to spot welded including holdfasts of 15×3 mm, ms oxidized fittings such as butt hinges, sliding doors bolts, handles, tower bolts and twin peg etc complete including applying priming coat of approved steel primer of red oxide zinc chromate and spray painting in approved shade with deco paint of approved quality complete as per direction of engineer in charge. 9 crazy ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), with joints not exceeding 5 mm, including filling the gaps with ordinary cement mixture & mixing with synthetic polyester fibre, triangular in shape having specific gravity of 1.34 to 1.40, cross section size ranging from 10 to 40 micron & length upto 6 mm, mixing fibre @ 125 grams per 50 kg of cement in cement mortar, including providing and mixing water proofing material in mortar @ 1 kg. per 50 kg. of cement, all complete as per direction of engineer in charge. 10 providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13×3 mm, 10 cm long embedded in cement concrete block 15×10×10 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 with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4 mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required :windows fixed. 11 providing and fixing factory made isi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as f7d, f4b, k11 b and k12 b etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).kg.59.00 fixing with 15×3 mm lugs 10 cm long embedded in cement concrete block 15×10×10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 12 providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :5.0 mm thick glass panes. 13 providing & fixing fly proof wire gauze to windows, clerestory windows & doors with m.s. flat 15×3 mm and nuts & bolts complete. stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. 14 120 cm. high fencing with angle iron posts 50×50×6 mm. placed at every 3 mtr. apart 30 cm. in ground embedded in cement concrete 1:3:6 (30×30×45 cm) corner & every tenth posts to be strutted with 50×50×6 mm angle iron provided with three horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with g.i. staple including earth work in excavation etc. complete. 15 providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete. 16 providing corrugated g.s. sheet roofing including vertical/curved surface fixed with polymer coated j or l hooks, bolts and nuts 8 mm diameter with bitumen and g.i. limpet washers or with g.i. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape whenever required :0.63 mm thick with zinc coating not less than 275 gm/m2. 17 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work upto plinth level.m20 grade nominal mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). 18 providing and fixing t iron frames for doors, windows and ventilators of mild steel tee sections, joints mitred and welded with 15×3 mm lugs 10 cm long embedded in cement concrete blocks 15×10×10 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. ...

Department Of Local Bodies - Rajasthan

33730366 rate contract for hire machinery item hydraulic excavator of 1 cum bucket 2 truck mounted sewer cleaning machine comprising of suction cumjetting unit having combined high pressure jetting cum suction (vacuum) of suction pump capacity 400 cum/hour 27 hg column and jetting pump flow capacity 200 ltrs/ minute, max workingpressure 150 kg/ sqcm / 2100 psi and sludge tank and water tank of individual capacity not less than 2000 litres each with operator and driver. 3 tractor trolly 4 crane 15 tonne capacity 5 welding by electric plant 6 water tanker 6 kl capacity 7 front end loader 1 cum bucket capacity ...

Urban Improvement Trust - Rajasthan

33682968 hiring of various machinery in division iv. 3913 tractor trolly with 5 nos. labour , :jcb with breakar , dumper ( 12 to 18 ) metric ton , tractor ( 35 to 45 hp ) with hydraulic lift trolley , jcb ( 3d ) with excavator loader....

Urban Improvement Trust - Rajasthan

33682911 hiring of various machinery in dumper, jcb ( 3d ) with excavator loader, jcb exacavator, poclain, tractor and hydraulic lift trolley and labour, tractor trolly with 5 no labour....

Rajasthan Rajya Vidhyut Utpadan Nigam Limited - Rajasthan

33679468 daily repair and maintenance of protection system, avr isolation system, dc system, generator and exercise, lt motors, switchgears, motorised valve, dumper, suit blower, repair of daily steel, design, installation, testing and commissioning of precast rcc slab type sub base pit less electronic weight bridge, supply of ss branded hose pipe, carbon seal assembly, spares for hydraulic excavator, pressure transmitter, jaggery....

Public Works Department - Rajasthan

33658009 remaining work of package no rj 10 01/5054/srf/np/2017 18 in distt chittorgarh sl. no. item description 1 clearinggrassandremovalofrubbish (maximum 150mm) upto a distance of 50 metres outsidetheperipheryoftheareacleared–by manual means. 2 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 3 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 4 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 5 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 6 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 7 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 8 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 9 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 10 scarifying, including picking up scarified material and stacking ofoldserviceable materialwithin a lead of 1000 meter [morth specification: clause topbituminoussurfaceofsurfacedressingor sdbc or premix carpet with all lift and lead upto 1000m for reusable materials. 11 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 12 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 13 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 14 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 15 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 16 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 17 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 18 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 19 earthwork in excavation for roadway in soil,including stacking / disposal of surplus material exclusive of compensation of earth (morth specification : clause 301 to 305). by hydraulic excavator ck 90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs. 20 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 21 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 22 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 23 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 24 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 25 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 26 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 27 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 28 providing, laying and spreading and compacting specified graded crushed stone in sub base course including premixing the material at omc in mechanical mixer (pug mill), carriage of mixed material, laying in uniform layers with motor grader, f.e. loader, on a prepared surface and compacting with vibratory compactor to achieve the desired density including all material, labour, machinery, lighting barricading and maintenance of driversion complete. (morth specification clause 401). with all lead & lift 29 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 30 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 31 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 32 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 33 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 34 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 35 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 36 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 37 providing,layingandspreadingofgranularsub basebyprovidingclosegradedmaterial,mixing inamechanicalmixplantatomccarriageof mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. by mix in place method grading iii 38 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 39 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 40 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 41 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 42 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 43 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 44 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 45 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 46 providing, laying, spreading and compacting crushedgradedstoneaggregateaspertable 400 10&400.11towetmixmacadam specifications including premixing the material with water to omc in mechanical mixer (pug mill) as per design mix, carriage of mixed material by tipper to site laying in uniform layers, with motor grader/f.e.loader/paverfinisher,insub base/base course on a well prepared under base andcompactingwithvibratoryrollertoachieve thedesireddensityincludinglighting,guarding, barricadingandmaintenanceofdriversionetc. (morth specification : clause 406). with all lead& lift 47 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 48 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 49 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 50 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 51 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 52 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 53 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 54 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 55 providing and applying primer coat over prepared surfaceofgranularbasewithbitumenemulsion asperis:8887&manufacturer?sspecifications @7 kg/10sqmwithaselfpropelledortowed bitumenpressuresprayerequippedforspraying thematerialuniformlyatspecifiedratesand temperatures (including cleaning of road surface) as per morth specification : cl. 502, 112 56 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 57 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 58 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 59 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 60 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 61 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 62 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 63 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 64 providing and applying tack coat on the prepared surface, with bitumen emulsion as per is:8887 & manufacturer’s specifications @0.25 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures (including cleaning of road surface) as per morth specification cl. 502, 112. 65 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 66 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 67 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 68 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 69 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 70 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 71 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 72 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 73 providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per table 500 23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in hot mix plant (including cost of anti stripping compound, wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8 10 tonne, but excluding cost of tack coat and seal coat with lead for mix of material 1 km (morth specification : clause 510, 112) in hot mix plant 40 60 tph, including loading of aggregates with f.e. loader bitumen vg10 grade 74 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 75 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 76 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 77 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 78 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 79 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 80 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 81 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 82 providing and applying premixed seal coat type “b” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti stripping compound, wherever required) in mini hot mix plant 6 10 tph, and laying with paver finisher and rolling with power roller 8 10 tonne, including all lead of mix material (morthspecification : clause 511). bitumen vg10 grade 83 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 84 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 85 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 86 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 87 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 88 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 89 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 90 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 91 providing and laying reinforced cement concrete pipes np 3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (morth specification : clause 1000/2900). 300 mm dia 92 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 93 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 94 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 95 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 96 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 97 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 98 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 99 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 100 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 101 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 102 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 103 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 104 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 105 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 106 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 107 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 108 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 109 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 90 cm equilateral triangle 110 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 111 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 112 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 113 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 114 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 115 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 116 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 117 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 118 providingandlayingreinforcedcement concrete pipes np 3 for culverts including jointing ends and fixing collar with cement mortar1:2. (morth specification : clause 1000/2900).600mm dia 119 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 120 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 121 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 122 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 123 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 124 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 125 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 126 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 127 providing and erecting direction and place identification retro reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, 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 technical specification clause 1701 128 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 129 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 130 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 131 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 132 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 133 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 134 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 135 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 136 providing and erecting direction and place identification retro reflectorised sign as per irc :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 nos. firmly fixed to the ground by means of properly designed foundation with m 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 137 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 138 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 139 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 140 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 141 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 142 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 143 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 144 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 145 reinforced cement concrete m15grade kilometre stone of standard design as per irc:8 1980, fixing in position including painting and printing etc 146 ordinary kilometer stone (precast) 147 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 148 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 149 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 150 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 151 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 152 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 153 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 154 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 155 200 m stone (precast) 156 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 157 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 158 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 159 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 160 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 161 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 162 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 163 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 164 providing and laying un reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to is:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per morth specification : clause no. 602, 112. using cement concrete m 30 pavement grade 165 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 166 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 167 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 168 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 169 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 170 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 171 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 172 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 173 providingandlayingreinforcedcement concrete pipes np 3 for culverts including jointing ends and fixing collar with cement mortar1:2. (morth specification : clause 1000/2900).1000mm dia 174 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 175 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 176 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 177 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 178 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 179 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 180 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 181 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 182 providing & laying mechanically mixed and vibrated cement concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [morth specification : clause 1000/1700]. cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken. 183 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 184 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 185 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 186 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 187 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 188 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 189 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 190 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 191 earthwork in excavation of foundation structures as per drawing and technical specifications (morth specification : clause no. 304) by mechanical means (dewatering not required)ordinary soil 192 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 193 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 194 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 195 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 196 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 197 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 198 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 199 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 200 providing and laying plain cement concrete m 15 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50 below ground level and or 1.50mtr. above ground/bed level. 201 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 202 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 203 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 204 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 205 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 206 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 207 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 208 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 209 earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical earth in excavation for foundation of specification. [morth specification : clause 304].in ordinary soil [morth specification : clause 301].by mechanical means.depth upto 3m 210 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 211 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 212 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 213 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 214 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 215 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 216 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 217 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 218 plain cement concrete 1:3:6 with 40mm nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days. (morth specification clause : 2100) 219 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 220 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 221 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 222 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 223 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 224 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 225 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 226 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 227 stone masonry work in cement mortar 1:4 with mechanical mixer for foundation (any level) complete, including all scaffolding etc., excluding pointing and plastering, as per drawing and technical specification. [morth specification : section 1000, 1400].random rubble masonry (coursed/uncoursed) 228 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 229 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 230 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 231 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 232 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 233 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 234 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 235 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 236 providing cement plaster 20mm thick in cement mortar 1:3 at all levels (morth specification : clause 1000/1300) 237 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 238 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 239 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 240 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 241 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 242 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 243 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 244 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 245 supply of flood gauge (water gauge) as per irc 67 standard 200cm long fixed on angle iron posts 50×50×6mm 2.6m long 246 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 247 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 248 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 249 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 250 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 251 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 252 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 253 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 254 fixingoffloodgauge(watergauge)incement concretem 15mixsize30×30×60cmcompleteincluding transporting excavation etc. complete. 255 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 256 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 257 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 258 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 259 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 260 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 261 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 262 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 263 whitewashingofparapetskerbsrailingstrees boundarystoneguardstonesguidestonesandtree guards etc. complete. 264 old surface two coats 265 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 266 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 267 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 268 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 269 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 270 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 271 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 272 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 273 labour charges for white washing 274 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 275 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 276 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 277 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 278 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 279 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 280 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 281 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road ...

Public Works Department - Rajasthan

33656922 6 ) various general works for vvip visit in pwd dn. i, pratapgarh 6 ) water proof done with truss steel strcture, inner celling & curtains 60 span. 2 woolen carpet (new) 3 woolen carpet (old) 4 aluminium padded chair with arms (fix) 5 wash basin stand. 6 plastec cane chair aluminium pipe without arms (fix) 7 kannat 9’x6’ fixed with tent 8 kannat 9’x6’ fixed without tent 9 dressing table 10 hire charges of public address system for a important public function with 5/ 6 no. of microphoneswith following nos of stand hi fi box, speakers/ horns, stand by amplifiers , battery backup complete including transportation etc. as required : ( at district head quarters ) 8 nos 3 way big box speakers,(above 10000 to 25000 audiences) 11 hire charges for silent type d.g. set, including operator ,change over switch. control panel etc. and excluding pol as required.of following capacity: 12 above 62.5 kva and upto 125 kva 13 15 to25 kva 14 supply and filling of pol fordg sets 15 hire charges for following type of airconditionersas required. 5.0 tr tower type split ac 16 hire charges for led screen day light wpe of suitable size for display complete with mounting arrangement/scaffolding, masking of mounting stand, signal booster, network switch /splitter, data and power cables and sound system arrangement etc. as per site requirement. i rate for sub sequent days will be @ 50 o/o of the original rates 17 hire charges for hd video camera suitable for hdmi output, recording in dvd/hard disk for fuction complete with operator and necess aly mounting arrangement etc as required . t rate for sub sequent days will be @ 50 % of the original ratesl 18 hire charges of crane with operators for video camera for 360 movement complete arrangement as required.i rate for sub sequent days will be @ 50 o/o of the original rates) 19 hire charges for 500/1000 watt halogen flood luminaire as required.(with lamp)with suitable pole 20 hire charges for desert cooler of size 20 fan with stand, wiring including filling of water 21 hire charges for pedestal fan of size 18 / ceiling fan of size 48 sweep as required. 22 required necessary audio connectionjaotes, speakers cables,electrical wiring, boards, connector etc for speakers/horns etc. as required 23 flying speakers 12oo wees rivts jbl/yamaha/rcf 24 top speakers 12oo watts rtvls jbl/yamaha/rcf 25 suspension kits with suitable stand for the high wattage speakers 26 providing, laying and spreading of granular sub base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per morth specification : clause no. 401.grading iii 27 shmiyana coloured fancy with jhalar and bamboo cover and coloured fancy 28 shamiyana fancy with gota & silk lace, jhalar & bamboo cover 29 water proof tripal 30 red passage matting cotton 31 clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable material and depositing and stacking of serviceable material upto 1000m from road boundary. (morth specification : clause 201).by mechanical means in area of light jungle 32 loosening of the ground upto a level of 500mm below the sub grade level, watered, graded and compacted in layers by vibratory roller 8 10 tonne to meet requirement of table 300 2 for sub grade construction as per morth specification clause no. 305. 33 road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 34 painting lines, dashes, arrows etc on roads in two coats on old work painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint conforming to is: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic controlover 10 cm in width 35 white washing with whiting to give an even shade including all scaffolding old work (two or more coats) including scrapping old surface and repairing wherever necessary. 36 distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding. 37 beldar, white washer, bhisti with mushak, chowkidar, helper, farrash, sweeper 38 diesel road roller 8 10 tonne (without pol) 39 tractors 26 40 hp 40 tractors trolley 2 wheel 41 jcb excavator cum loader (without pol) ...

RAJASTHAN COUNCIL OF SCHOOL EDUCATION - Rajasthan

33554650 civil work at ggups sanskrit punras block tarangar civil work at ggups sanskrit punras block tarangar 1.02 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 1.03 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). 1.04 brick masonry with f.p.s. bricks of class designation 75 in foundation and plinth with bricks cement mortar 1 : 6 (1 cement : 6 coarse sand) 1.05 providing & laying chequered terrazzo tiles of approved make 22mm thick with marble chips of size upto 6mm, in floors, jointed with neat cement slurry mixed wit pigment to match the shade of tiles including rubbing and polishing complete in all respect as per specification, on 28mm thick bed of c.m. 1:4 :dark shade using ordinary cement. 1.06 providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( as required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix providing m 25 grade concrete by using min 410 kg of cement per cum instead of m 20 grade design mix. 1.07 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. walls (any thickness) including attached pilasters, buttresses plinth and string course. 1.08 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. suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. 1.09 providing and laying in position specified grade of cement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( as required) excluding the cost of centering, shuttering and reinforcement for beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.m20 grade nominal mix / design mix (slab & lintel) 1.10 brick work with clay flyash f.p.s. brick (is 13757 1993 ) of class designation 75 in superstructure above plinth level upto floor five level in : cement mortar 1 : 6 (1 cement : 6 coarse sand) 1.11 stone kharanja: random rubble dry stone kharanja under floor 1.12 half brick masnory with clay flyash f.p.s. brick (is 13757 1993 ) of class designation 75 in superstructure above plinth level upto floor five level in : cement mortar 1 : 4 (1 cement : 4 coarse sand) 1.13 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. thermo mechanically treated bars (conforming of relevent is code) 1.14 structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete. 40×40×5mm 3kg per rmt 1.15 providing and fixing m.s. sheet 1mm thick single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of engg. incharge but excluding cost of chowkhats: including two coats of anit corrosive red oxide primer paint extra for double leaf shutters. 1.16 providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (is 1038 1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required :partly fixed and partly openable [ fixed area not to exceed 33%] 1.17 supplying and fixing fixed wire gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150 mm distance.14 mesh x 24 gauge 1.18 guard bars:providing and fixing square bars or other flat welded to window, ventilatiors etc. 1.19 providing and laying ceramic mat floor tiles (thickness to be specified by the manufacturer) of 1st quality conforming to is : 15622 of approved make in colours such as white, ivory, grey, fume red brown of any size, laid on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) including pointing in white cement mixed with pigment of matching shade complete. 1.20 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). 1.21 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 12mm thick. 1.22 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. 1.23 plaster(ceiling): 6 mm thick cement plaster to ceiling of mix 1:3 (1cement : 3 fine sand) 1.24 painting exterior surface of wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect.new work 1.25 painting with synthetic enamel paint of approved brand and manufacture to give an even shade : two or more coats on new work 1.26 m15 grade nominal mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size). 2.00 part b sanetary work 2.01 provinding and fixing 3 layer pp r (polyproylene random copolymer) pipes sdr 7.4 uv stabilized & antimicrobial fusion welded, having thermal stability for hot and cold water supply including all pp r plain and brass threaded polypropylene random fittings and fixing the pipe with clamps at 1.00 spacing. this includes testing of joint complete as per direction of engineer incharge.(internal work exposed on wall)pn 16 pipe, 25 mm od 2.02 provinding and fixing 3 layer pp r (polyproylene random copolymer) pipes sdr 7.4 uv stabilized & antimicrobial fusion welded, having thermal stability for hot and cold water supply including all pp r plain and brass threaded polypropylene random fittings and fixing the pipe with clamps at 1.00 spacing. this includes testing of joint complete as per direction of engineer incharge.(internal work exposed on wall)pn 16 pipe, 16 mm od 2.03 p & f squatting pan ( indian type ) white glaze viterous china 1st quality w.c. pan ( is: 2556 mark) with 100 mm viterous china p or s trap including cutting & making good the wall & loor (excluding a pair of foot rest ) size 510 mm 2.04 p & f wvc wash basin (1st quality, i.s. : 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,25 mm g.i. waste pipe complete including cutting & making good the wall.: 450 x 300 mm 2.05 p & f bib cock (is : 8931 mark) superior quality of approved make.c.p. brass 400 gm, 15 mm nominal bore. 2.06 p&f rigid pvc pipe (is:4985 mark) class ii/ (4 kg. /cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia 2.07 p& f waste coulping with fittings of approved quality /make:c.p. brass 40 mm dia 2.08 p&f rigid pvc pipe fittings (is: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: bend 87.5 110mm dia 2.09 pipe clip 110 mm dia 2.10 p&f rigid pvc pipe fittings (is: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant plain floor trap 110 mm dia 2.11 p&f rigid pvc pipe fittings (is: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant p trap 110 mm dia 2.12 p&f rigid pvc pipe fittings (is: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant vent cowel 110 mm dia 2.13 p & f wvc ( is :2556 mark) squatting urinal of standard make complete including cutting & making good the floor size 450 x 350mm 2.14 s/f rcc main hole covers with frame of approved make (light duty) size 450x450 mm 2.15 p/f grating of approved quality stainiese steet sheet size 125 mm dia 2.16 construction of soakage well in all types of soil of approved drawing , top 90 cm portion in 450 mm thick with cement mortar 1:6 80 mm stone slab covering jointing of slab in cm 1 : 3, ralthal, kharanja, 40 mm thick m 15 grade c.c. flooring earthwork etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr.inner dia 90 cm & 10 to 12 m deep 2.17 construction of chamber in all types of soil with 300 mm thick masnory in cm. 1 : 6, 100 mm thick c.c. 1 : 5 : 10 in foundation , 20 mm thick inside plaster in cm 1 : 6, finished with floating neat cement 50 mm thick m 15 grade c.c. flooring earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.inside size 300 x 300 mm depth upto 0.5 m & 5 kg ci cover with frame. 2.18 p & f 15 mm dia connection pipe of approved quality make pvc pipes with nuts 450 mm. 2.19 p & f full way valve (is : 778 mark) or wheel valve of approved make. gun metal 15 mm nominal bore. 2.20 p & f stop cock (is:8931 mark),superior quality and of approved mark: brass 400 gm. 15 mm nominal bore 2.21 p&f gi pipes (external work) with gi fittings excluding union (si: 1239 mark) including trenching and refilling each etc. 15 mm dia nominal bore b class 2.22 p & f pvc storage tank isi marked ( is : 12701) indicating the bis license no. of approved make with cover , 25mm dia 1 m long g.i. overflow pipe & 25 cm long wash out pipe with plug & socket including making connection etc. complete of approved design 500 litres capacity ...

Department Of Local Bodies - Rajasthan

33509570 item rate contract for hire machinary item hydraulic excavator of 1 cum bucket 2 truck mounted sewer cleaning machine comprising of suction cumjetting unit having combined high pressure jetting cum suction ( vacuum ) of suction pump capacity 400 cum / hour 27 hg column and jetting pump flow capacity 200 ltrs / minute, max workingpressure 150 kg / sqcm / 2100 psi and sludge tank and water tank of individual capacity not less than 2000 litres each with operator and driver. 3 tractor trolly 4 crane 15 tonne capacity 5 welding by electric plant 6 water tanker 6 kl capacity 7 front end loader 1 cum bucket capacity...

Urban Improvement Trust - Rajasthan

33490983 hiring of various machinery in division iv. 3604 em code [1.19.1]:item type [other] ::tractor trolly with 5 no labour 500.00 per hour 0.00 2 item code [1.19.5]:item type [other] ::jcb with breakar 265.00 per hour 0.00 3 item code [1.19.6]:item type [other] ::dumper (12 to 18) metric ton 100.00 per hour 0.00 4 item code [1.19.7]:item type [other] ::tractor (35 to 45 hp) with hydraulic lift trolley 90.00 per hour 0.00 5 item code [jcb (3d)]:item type [other] ::jcb (3d) with excavator loader ...

Jaipur Vidyut Vitran Nigam Limited - Rajasthan

33324401 various civil work at 33 / 11 kv s / s mandrayal, lediya and rajor. various civil work earth work in excavation by machanical means hydraulic excavator manual means in foudnation trenches or drains not exceding 1.5m in width or 10 sum on plan i/cdressing of sides and ramming of bottoms lift upt o1.5mtr.i/c taking out the excavatedsoil and deposting andrefilling of jhiri watering & ramming and disposal ofsurplus excavated soil as directed with in al lead of 50meter. all kind of soil. 2 b 3.1.6 providing & laying in position cement concrete i/c curingcompaction etc.complete in specified grade excludingthecost of centering and shuttering all work upto plinthlevel1.4.8 (1 cement 4 coarse 8 graded stone aggregate 40 mm ) 3 b 6.1.6 rr stone masonry for with hard stone in foundation andplinthin cement sand mortar above 30 cm thick wall incement mortar 1.6 1 cement 6 sand. 4 b 6.2.6 rr stone masonry for with hard stone insuperstructure andplinthin cement sand mortar above 30 cm thick wall incement sand mortar 1.6 1 cement 6 sand. 5 b 3.2.2 providing and laying cement concrete including curing , compaction etc. complete in retaining walls ,walls (any thickness) including atteched pilasters, columnc ,piers, abutments,pillars,posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks,anchor blocks, plain window sills, fillets etc up to floor five level excluding the cost of centering and shuttering.1:2:4 (1 cement :2 coarse sand:a graded stone aggregate 20 mm nominal size) 6 b 3.8 p/f precast cement concrete coping 1.2.4 mix 50 mm thick complete as per specifications . 7 b 14.56 dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50meter lead 8 b 12.3.2 plaster on new surfaceon walls in cement sand mortar 1.6 1including racking of joints etc. complete fine finished.20 mm thick 9 b 12.39.1 distemering with oil bound washanble distemper of approvedbrand and manufacture to give an even shade includingall scaffoldingold work (one or more coats) including scrapping surface and necessary repairs .removing dry or oil bound distemper by scrapping and sand papering and preparing surface smooth including necessary repairs to scratch by sandla/i/c all scaffolding (for colour change only) new work ( two or more coats) over andincluding scrapping and primingcoat with cement primer.new work ( two or more coats) over andincluding scrapping and primingcoat with cement primer. 10 b 12.43.1 finishing wall with waterproofing cement paint ofapproved brand and manufacture and or requied shadeto given and even shade including allscaffoldingg new work 11 b 12.47.1 applying primingcoat with readymix pink or grayprimeof approved brand and manufacture on wood work hardand soft wood . 12 b 12.48.1 painting with synthetic enamel paint of approved brandand manufacture to give and evenshade two or morecoats on new work 13 s 3.17 p&f rigid pvc pipe (is 4985 make) class 11/(4kg /cm2 ) approved quality /make including jointing the pipe with solvent cement rubber ring and lubricant. (b) 110 mm dia 3.17.3(3.17.3) 14 b 8.13.2.1 providing and fixing external grade board soild core single leaf flush doorshutters isi 2202 67 marked using phenolformal dehyderesin in glue both sideswith approved steel fitting complete as per annexure a30 m thick . commercial veneer both side. double door 15 b 11.19.2 polished bluekotastone in steps walls pillars having finemachine cut edges laind on 12 mm thick cementmortar 1.3 and jointed with grey cement slurry mixedpigment to match theshade of the slabs includingrubbing and plishing complete . 30 mm thick slab area 2001 to 5000 sq cm . 16 s 1.39.5 p&f wvc wash basin first quality is 2556 mark of approved makewith ci brackets dully painted 1 no15 mm cppillar cock is 8934 mark& 32 mm cp brass waste coulping of approved make 25 mm gi waste pipecomplete including cutting and making good the walls550 mm x400 mm . 17 s 2.31.2& 2.31.4 providing and fixing polythylene aluminium polythylene (pe al pe) composite pressure pipe uv stablised with carbon black confirmingto astmf 1282 1995 for water supply including trenching and refilling etc(external work) (a) 1620 (20 mm od) pipe 18 (b) 2532 (32 mm od) pipe 19 s 2.7.3 p&f bib cock is 893 mark superior quality of approved make(a) c.p. brassbib cock 15 m m nominal bore 2.7.3 20 s 2.13.3 p&f 15 m dia connection pipeof approved quality /make pvc pipe with cp brass nuts upto length 450 mm . 21 s 2.15 p&f full way valve is 778 mark or wheel valve of approved make (a) gun metal 15 m dia nominal bore 2.15.1 22 (b) gun metal 25 m dia nominal bore 2.15.3 23 s 2.26.3 p&f pvc strongetank is 12701 includingthe bis licensenoof aproved make with with cover 25 mm dia 1m ling giover flow pipe& 25 cm ling wash out pipe plug socket includingmaking connection etc. complete of approved design 500 litercapacity. 24 3.20..1/s 32 ..construction of manhole in all types of soil inner size 90x60 cm 300 mm thick masonry in cm 1.6. 10 cm thick cement cocreate 1.5.10 in foundation 20 mm thick indise plaster in cm 1.6 finished wih floating neatcement 50 mm thick m 15 grade ccflooring making channels 80 mm thick stoneslab coveringwith40 mm thickm 15 gr. cc f looring cement cover withframe of 450 mmdia earth work etc. complete as per design includingdisposal of surplusearth with in 50 mr. depth upto 0.5 m 25 s 2.12.1 p&f intel connection (angle valve )superior quality of approved make forgysar and wash basin etc. c.p. intel connection 15 mm brassis 8931 marked. 26 s 3.39.1 construction of cement concrete chamber 125 mm dia cp brass grating 27 s 1.2.1 p&f indian type white glazed vitreous chainafirst quality wx orissa pan is 2556 mark with 100mmvitreouschina p of s trap including cutting and makinggood the walls and floors size 530x410 mm . 28 s 2.14.9 p&f flush cock/flush valve i 9758 mark for wc of approved quality /make brass gun metalhalf turn wt. 1.0 kg of approved quality /make 25 m nominal bore. 29 s 2.11.1 p&f ball cock (is 1703mark ) with rod & pvc ball complete brass st 400 gm 15 mm . 30 s 2.32 supply and fixing gi union isi marked ingi pipe line as required complete in all respect of size. (a) 15 mm dia nominal bore .(2.32.1) 31 (b) 25 mm dia nominal bore.(2.32.3) 32 s 3.18 p&f rigid pvc pipe (is 4985 make )ofapproved quality/ make includingjointing the pipe with solvent cement rubber ring and lubricant 110 mm dia,(a) plain tee(3.18.3) 33 (b) bend 87.5(3.18.9) 34 (c) vent cowel (3.18.12) 35 (d) plain floor trap 110 mm dia.(3.18.18) 36 b 12.37.7 removing white or colourwash by scrapping and sand papering the surface smooth including necessaryrepairs to scratches by sand / loi ( only for colour changing ) 37 s 3.22.2 const. of chamber in all type of soil wih 300 mm thick masonryin cm 1:6 m 10 cm thick c.c. 1:5:10in foundation with floatingneat cement, 50 mm thickm 15grade cc flooringearth work etc. completeas per design includingdisposal of surplus earth withina lead of 50 mtr. inside size 450x450 mm depth upto 0.5 m cement cover with frame . 38 b 13.24 labour charges for repair to door /window without using any material such as appyling randha(finishing ) tightening of bolts & screw etc. 39 b 13.4.1 renewing glas panes ,with putty and nails whenever necessary . 4 mm thick plain glass panes 40 b 14.2.1 demolishing cement concretemanually/ by mechanicalmeansincludingdisposalof materialwith in 50 mtr.lead as per direction of engineer in charge. 1:3:6or richer mix. 41 b 11.23.1 fine grinded gangsaw cut 30 35 mm thick stoe flooring over20 mm ( average ) thick base of cement mortar 1:4 ( 1 cement : 4coarse sand ) jointed grey cement slurrymixedwith pigment to match theshade of stone complete as per design drawing and instruction of e.i.red sand stone (karauli) 42 s 3.23.3 construction ofsokage well in all types of soil with300 mm thick dry masonry, top and bottom 300 mm coursein cm 1:6, 80 mm thickstone slab jointing of slab in cm 1:3 ralthal, kharanja,40 mm thickm 15 grade c.c.flooring ,earth work complete as per approveddrawingincluding disposal of earth with in a lead of 50 mtr. size240 cm dia outside & 240 cm depth. 43 b 3.1 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.) 44 b 9.8.1 providing and frixing steel gate grating and grills made ofangles tes aqure bars flats or black pipe with holdfasts and fittings completeas per design and drawing includingcutting welding and fabrication with priming coator redoxide. 45 b 1.6 earth work in excavation by mechnical means ( hydrauclic excavator ) machanical meansover areas (exceeding 30 cm in depth 1.5in width as well as 10 sqm on plan ) including disposal of execavated earth lead upto 50 m & all left upto 1.5 m disposal earth to be leveld & neatly dressed all kind of soil. 46 g 5.1(9) carriage of material earth sand lime morrum of sludge for 5 km. 47 b 12.22 providing and applying white cement based putty overplastered surface to prepare the surface even and smooth. 48 b 12.44 finishing walls with aerylic smooth exterior paint of required shade including all scaffolding .new work (two or more coat applied @1.67 ltr/10 sqm over and including base coat of water proofingcement paint applied @2.20 kg /10 sqm 49 r(11) 33.2 : interlocking concrete block pavement using m 30 grade providing and layingof interlocking concrete pavement having thickness 80.0 mm as per drawing and technical specification. 50 b 1.28 surfacedressing of the ground including removing vegetation and inequalitiesexcedding 15 cmdeep and disposalof rubbish lead upto 50 mtr. andlift up to 1.5 mtr.all kind soil. ( rs. 590.10 per 100 sqm.) 51 b 4.10.1 : centering & shuttering with plywood or steel sheets including strutting, propping bracing both removal of formwork for upto floor five level for walls (any thickness)including attached pilasters,buttresses,plinth and string courrse 52 s 3.3.1 providing and laying cement concrete 1:5:10 ( stone aggregate 40 mm nominal size) up to haunches of s.w pipes including 150 mm thick bed concrete (width w =dia of pipe in cm+ 30cm).concrete width to be reduced from width w at center to 0 at top of pipe.(excluding cost of pipe).100 mm diamete s.w pipe 53 b 11.17.1 chequered precastcement concrete tile 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tilesincluding rubbing and cleaning etc. completeon 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand ) light shade using shade cement 54 e301500 p & f 1200mm sweep bee 5 star rated b74double ball bearing capacitor start, aluminium body & blade ceiling fan complying to is 374:1979, i/p 50 watt at max speed & 230 volt, air delivery> 210 cmm, speed > 330 rpm with down rod upto 30 cm with 3x1.5 sqmm pvc insulated flexible copper conductor making connection testing etc. as required. gr 1 55 b 5.9.3.. half brick masonry in super structure above plinth levelupto floor five level using bricks of designation 75 in cementmortar 1.6 1 cement 6 coarse sand . 56 b 6.17.3 supply and fixing in walls machine cut and polished stone shelves tandsand in cm 1:3 with machine cut edge:kota stone 25 to 30 mm thick 57 e301400: p&f of ip 20 led tube light 20 watt with external batten made from crca sheet steel suitable to replace t 8/t 12 tube light, integral driver, 2000 luman +5% tolerance system lumen efficiacy of 100 lm/watt minimum expected life time of 250000 burning hours, cct 5700 k, ansi, cri 80, driver efiiciency >85%, life expectancy of driver min. 30000 hrs. pf 0.95 at full load/230 volt ac ...

Department Of Local Bodies - Rajasthan

33315073 rate contract for hire machinery item item hydraulic excavator of 1 cum bucket 2 truck mounted sewer cleaning machine comprising of suction cumjetting unit having combined high pressure jetting cum suction (vacuum) of suction pump capacity 400 cum/hour 27 hg column and jetting pump flow capacity 200 ltrs/ minute, max workingpressure 150 kg/ sqcm / 2100 psi and sludge tank and water tank of individual capacity not less than 2000 litres each with operator and driver. 3 tractor trolly 4 crane 15 tonne capacity 5 welding by electric plant 6 water tanker 6 kl capacity 7 front end loader 1 cum bucket capacity ...

Rajasthan Rajya Vidyut Utpadan Nigam Limited - Rajasthan

33285835 tn 5064 operation and maintenance of bull dozers, mobile cranes and hydraulic excavator along with decanting of fuel oil in chp plant of kstps, kota operation and maintenance of bull dozers, mobile cranes and hydraulic excavator along with decanting of fuel oil in chp plant of kstps, kota...

Jaipur Vidyut Vitran Nigam Limited - Rajasthan

33270700 various civil works at store premises govindpura ropada, jaipur. various civil part a (bldg.) 2 1.6/b 1earth 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 ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed:all kinds of soil 3 4.1/g 4carriage of earth for a lead of 5.0 km (excluding initial 50mtr lead) ...

Public Works Department - Rajasthan

33199731 various civil works in rajasthan secretariat under sectt. sub div i, jaipur. ( 2059 mtc and repair ) v 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. m15 grade nominal mix 1: 2: 4 ( 1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size ) . 2 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 20mm nominal size ) . 3 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 ) 4 half brick masonry in superstructure , above plinth level upto floor vlevelusing bricks of designation 75 cement mortar 1 : 4 ( 1 cement : 4 coarse sand ) 5 plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish :25 mm thick. 6 dismantling tile work in floors and roofs laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meter lead:for thickness of tiles 25mm to 40mm. 7 demolishing r.c.c. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge. 8 dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead. 9 demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge:in cement mortar. 10 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 11 providing and fixing designer cement concrete polished tiles over 20mm average thick base of cm 1 :4 ( 1 cement : 4 sand ) jointing with cement mortar 1 :2 ( 1cement : 2 sand ) with pigment to match the shade of the tiles complete with all respect. ( as per is 1237:2012 ) 12 grinding of existing floor with60, 80, 120 and360 no. carborundum stoneincluding cost of wax polishing complete : 13 add extra for mirror polishing on existing marble work / kota stone flooring work where ever required to give high gloss finish complete. 14 repair of existing steel glazed doors, windows and ventilator, ms sheet door, garge doors, compound wall gates etc. by welding drilling complete include. cost of welding rods and hire charge of welding meachine and tp etc complete 15 repair to damaged rcc slabs, beams and columns etc for strengtheing with cement mortar 1 : 2 in following stepsi ) choping losse and cracked concrete to required depth, cleaning the exposed surface of steel and concrete with wire brush and sand papering , cleaning of concrete surface with water as necessary and getting dried.ii ) applying epoxy primer on the exposed steel bars.iii ) applying epoxy hardener and resin mix ( as per manufectured s specification ) on concrete and steel bars with brush.iv ) speading dry cement mortar 1 : 2 mix over epoxy treated wet surface and allow it to dry for one day.v ) plastering the surface with cement sand mortar 1 : 3 upto depth of 30mm complete.vi ) cure the plastered surface for 15 days all work including scaffolding etc. complete in all respect. 16 making the opening inmasonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete to match existing surface i / c disposal of mulba / rubbish to the nearest municipal dumping ground.for door / windows / clerestory windows 17 making of holein r.c.c. slab / wall / beams and masonary wall ( width up to 450 mm ) by core cutting machine complete as per direction of eidiameter above 150mm 18 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 19 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 20 extra if square, rectangular hollow tubelarsections are used or grill made by flats onlyover item no 9.8.1 21 grading roof for water proofing treatment withwater proffing compoundcement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) 22 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 : 23 providing and fixing in cm 1 : 4 double paitam ( rebated ) stone door window and ventilator frames of approved quarry :size 125 x 100mm 24 carriage of material building rubbish stone metal ( grit and ballast etc. ) including loading and unloadingfor 20 km. 25 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. or providing and fixing stone slabs table rubbed, 15 18 mm thick in walls, steps, pillars, counters, jambs, shelves, sills etc. laid on 12mm ( av. ) thick base of cm 1:3 ( 1 cement : 3 coarse sand ) jointing with white cement mortar 1:2 ( 1white cement : 2 marble dust ) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. makranaadanga .above 3601 cm2 slabs 26 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 ) . 27 extraforusingmarbleprinted / graniteshadeordarkshadetilesinsteadofwhite, grey, ivory, fumeredbrown, lightgreen, lightblueandotherlightshadesinandmatfinishedtiles. 28 extraforusing 400mm x 400mm mat finishedtiles in place of 300mm x 300mm size. 29 add extra for fixing glazed / ceramic / vitrified floor tiles with cement based high polymer modified quick set tile adhesive ( water based ) conforming to is: 15477 , using 5kg. adhesive per sqm of tile area, in average 3mmthickness instead of cement mortar. 30 p & f 1st qualityheavy duty vitrified polished digital 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.size 600mm x 600mm 31 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. or providing and fixing stone slabs table rubbed, 15 18 mm thick in walls, steps, pillars, counters, jambs, shelves, sills etc. laid on 12mm ( av. ) thick base of cm 1:3 ( 1 cement : 3 coarse sand ) jointing with white cement mortar 1:2 ( 1white cement : 2 marble dust ) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.keseriaji / abu ambaji ( green marble ) above 3601 cm2 slabs 32 providing and fixing granite stone slab mirror polished and machine edge cut in walls, pillars, steps, shelves, sills counters, floors etc. laid on 12mm ( av. ) thick base of cement mortar 1:3 ( 1 cement : 3 coarse sand ) jointing with white cement mortar 1:2 ( 1white cement : 2 marble dust ) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.jhunjhunu / jalore ( red / choclate / black / pink colour ) above 3601 cm2 slabs 33 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. marble workfull edge moulding 34 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 workfull edge moulding 35 random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in:cement mortar 1:6 ( 1 cement : 6 sand ) . 36 supplying and fixing in walls machine cut and polished stone shelves, tands andin cm 1:3 with machine cut edges :sand or other approved stone 50mm thick. 37 supplying and fixing stone lintels / bed plates of approvedquarryroughdressedincement mortar 1:4 :upto 15 cm. thick....

Indian Army - Rajasthan

33157533 bids are invited for wheeled hydraulic excavator jcb , tractor with harrow,cultivator , crane capacity 25 to 30 tonmatarial handling equipment earth moving total quantity : 1389...

Urban Improvement Trust - Rajasthan

33117971 various civil works and maintenance works in sub division i area of division ii b ( arc ) civil works clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 1000m from road boundary. (morth specification : clause 201).by manual means : in area of light jungle 2 clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared. 3 silt clearance of drains, channels and canals with lift 1.5 mtr. and lead up to 50 mtr. 4 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 5 add extra over item no. 1.8 and 1.9 (sechedule item no 1) for every additional lift of 1.5 m or part thereof : 6 above 1.50 to 3.00m 7 m 35,60mm thick to be used in light traffic (light traffic is defined as a daily traffic up to 150 commercial vehicles exceeding 30 kn laden weight, or an wquivalent up to 0.5 million standerd axles (msa) for a design life of 20 years (a standerd axle is defind as a single axle load of 81.6 kn ) like pedestrain plazes, shopping complexes ramps, car parks, office drveways , housing colonies , office complexes , rural roads with low volume traffic ,fram houses, beach sites, tourist resorts, local authority footwys ,residential roads, etc. 8 category bdenated only two side like i,z,t shape etc. as per irc sp 63:2004 9 random rubble dry stone kharanja under floor. 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. 11 m10 grade nominal mix, 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). 12 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 13 providing and laying in position specified grade ofcement concrete for rcc structural elements upto floor three 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 14 providing and laying in position specified grade ofcement concrete for rcc structural elements upto floor three 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 15 centering and shuttering with plywood or steel plate including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 16 anti termite treatment of floor using imidacloprid 30.5% ec non repellent, odorless, low dose, environimentally safe terniticide with rapid action non corrosive stain free manufactured by bayer or equivalent company by drilling 12mm diameter holes 300mm apart injecting the emulsion as specified by the manufacturer 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. 17 centering & shuttering with plywood or steel plate including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor three level for : 18 columns, pillars, posts and struts etc. 19 random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in: 20 cement mortar 1:6 ( 1 cement : 6 sand). 21 cement mortar 1:4 ( 1 cement : 4 sand). 22 cement mortar 1:3 ( 1 cement : 3 sand). 23 random rubble stone masonry with hard stone in superstructure aboveplinth level and upto three levelabove 30cm. thick walls in : 24 cement mortar 1:3 ( 1 cement : 3 sand). 25 cement mortar 1:4 ( 1 cement : 4 sand). 26 cement mortar 1:6 ( 1 cement : 6 sand). 27 pointingonstonemasonryincementsandmortar 1:3 (1 cement : 3 sand) : 28 flush / ruled/ struck or weathered pointing. 29 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 and not applying 2 coats of hot bitumen complete as per specifications. 75mm thick 30 50mm thick 31 75 mm thick 32 centering & shuttering with plywood or steel plate including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor three level for : 33 suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 34 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 three level. 35 thermo mechanically treated bars (conforming of relevent is code) 36 flyash flyash brick work with flyash flyash bricks of class designation 75 in superstructure above plinth level upto floor three level in all shapes and sizes in : 37 cement mortar 1 : 4 (1 cement : 4 coarse sand) 38 cement mortar 1 : 6 (1 cement : 6 coarse sand) 39 half flyash brick masonry in foundation & plinth using flyash bricks of designation 75 40 cement mortar 1 : 4 (1 cement : 4 coarse sand) 41 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 42 12mm thick. 43 20mm thick. 44 6 mm thick cement plaster to ceiling of mix1:3 (1cement : 3 fine sand) 45 making grooves as per design in plaster 10mm to 20mm wide. 46 providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete 47 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade : 48 two or more coats on new work including preparation of base with primer, putty, lippy complete in all respect. 49 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. 50 new work 51 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 52 painting with synthetic enamel paint of approved brand and manufacture togive an even shade : 53 two or more coats on new work 54 150cm high fencing with angle iron 50x50x6mm. placed at every 3mtr. apart 30cm. in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with 50x50x6mm. angle iron provided with 6 horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with g.i. staples including earth work in excavation etc. complete. 55 grading roof for water proofing treatment withwater proffing compound 56 cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 57 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 : 58 profile b 59 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: 30 mm thick . 60 decorative teak veneer both side 61 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 portion 62 polyester powder coating aluminum( minimum thickness of powder coating 50 micron) 63 providing and fixing of plastic shutter infill made from extruded multi chamber hollow p.v.c. section having cross section of 200 x 20 x 1 mm and shutter frame made from extrude p.v.c. section in the configuration of double walled c section having an overall cross section of 40 x 37 mm and door fittings such as hinges, aldrop, handles, stopper, locking bolt will be provided. 64 providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (is 1038 1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required :partly fixed and partly openable [ fixed area not to exceed 33%] 65 for shutters builtup standard tubular sections of openable doors ,windows & ventilators including providing & fixing hinges / rollers etc. and making provision for fixing of fittings wherever required (lockes shall be paid for separately). 66 polyester powder coating aluminum( minimum thickness of powder coating 50 micron) 67 providing and fixing superior quality like hardvyn or equivalent hydraulic door closure. 68 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 300mm x 450mm 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). 69 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). 70 providing and fixing 15 to 20 mm thick granite stone slab mirror polished and machine edge cut in walls, pillars, steps, shelves, sills counters, floors etc. laid on 12 mm (av.) thick base of cement mortar 1 : 3 (1 cement : 3 coarse sand) jointing with white cement mortar 1 : 2 (1 white cement : 2 marble dust) with pigment to match the shade of the granite slab complete including rubbing and polishing of : 71 good quality south black above 3601 cm2 slabs 72 extra for providing edge moulding to 15 18mm thick marble/ granite stone counters, vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by engineer in charge. 73 granite work (full edge moulding ) 74 p & f 1st quality heavy duty vitrified glazed mat tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to is 15622 of approved make in all colour and shade, laid with 20 mm thick cm 1: 4 including grounting the joints with white cement and matching pigment etc complete. 75 size600 mm x 1200mm 76 providing & fixingbrown kota/ mandana / dholpur/ slate stone incladding / flooring structuralbase with white cement & tinex chemical& ss clamp and fasteners (of approved brand) laid and jointed with white cement slurry mixed with pigment to match the shade of the slab as per drawing attachedcomplete in all respect as per direction of engineer in charge & architect with all lead & lift. the stone measurement will be done of outer most dimension. thickness of stone 25 30mm. 77 polished blue kota stone flooring skirting, laid over 20 mm thick base of c.m. 1 : 4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete :for area of each slab from 901 to 2000 sq.cm : 78 25 mm thick slab. 79 s/f of fire bricks on edg flooring with fire bricks suitable for 1300 degree centigrade safe working temperature as per is :8 specification laid on & filling of joint by fire resistant mortar/adhesive of required thickness as per directed on a bed of 20 mm thick 1:2 cement mortar of bricks 9 x 4.5x 3 (rate approved year 2008) 80 providing and fixing of glass moisac tiles ( bisseze marke ) size 20 x 20 x 4 mm applied with aaproved adhesive as per specification and direction of engineer in charge 81 providing and fixing staincase railing 90 cm high from nosing of made offollowing specifications. 82 50 mm outer dia (2 mm thick) s.s. pipe hand rail. 83 40 mm outer dia (2 mm thick) s.s. pipe baluster @ 1.00 mtr. 84 4 nos. 20 mm fs. s pipe intermediate runners parallel to hand. 85 s.s. shoe 1.60 mm thick 75 mm outer dia. at each baluster 86 baluster to be welded with s.s. plate 50 mm dia (3 mm thick) anchored in c.c. block with suitable dash fastners 87 50 mm dia & 2 mm thick s.s. pipe for start and end vertical ornamental posts to be provided as per direction of engineer in charge 88 the stainless steel work shall be brushed steel finish with all joints/welds properly grinded to final finish. the stainless steel shall be 304 grade and shall confirm to relevant i.s. 89 providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide.extra if square,rectangular hollow tubularsections are used or grill made by flats only 90 decorative plaster work with spectrum textured coating as per approved colour and shade complete as per manufactures specifications. 91 grit textured @ 2.5 to 3.0 mm thick. 92 ornamental cement plaster in cement sand mortar1 : 4 making kangooras etc. as per jaipurpractice. 93 supplying and fixing machine cutdressed 75 mm pinksand stone (bansi paharpur) dasa/ coping wth ornamental shape having moulding and pan shape engraving as per required pattern with engraving depth of 5 mm (average) in single piece of length 90 cm to be laid on cement mortar 1:4 (12 to 20mm thick) including pointing with admixture of pigment matching with the stone shade. 94 providing corrugated g.s. sheet roofing including vertical / curved surface fixed with polymer coated j or l hooks, bolts and nuts 8 mm diameter with bitumen and g.i. limpet washers or with g.i. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/ vertical or curved surfaces)excluding the cost of purlins, rafters and trusses and including cutting to size and shape whenever required. 95 0.63 mm thick with zinc coating not less than 275 gm/m2 96 supply & spreading ofgood earth at site complete including loading unloading & transportation etc. 97 supply of dry manure including loading unloading,transportation & stacking at site. 98 farm yard manure(organic) 99 spreading of manure and good earth in required thickness (cost of manure and good earth to be paid separately). 100 laying of lawns including ploughing levelling breaking of clods manuring & removal of stones etc.(cost of manure or extra good earth to be paid seperately) maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds & fit fo 101 in rows 7.5 cms. apart in either direction 102 construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8 10 tonne to meet requirement of table 300 2 including cost of compensation for earth taken from private land with lead upto 1 km as per morth specification : clause no. 305. 103 rough chisel dressed stone flooring over 20 mm (av.) thick base in cm 1 : 6 including pointing with cement mortar 1 : 2 (1 cement : 2 stone dust) with and admixture of pigment to match the shade of stone with joint thickness upto 15 mm : 35 mm thick red sand stone. 104 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 105 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: 106 size 580x440mm. 107 p & f low level flushing cistern of 10 ltr. capacity (is : 2556 mark) o9f approved make with colplete fitting ,c.i. brackets duly painted , brass ball cock with ball, (is :1703 mark)complete including cutting and making good the wall. 108 wvc with c.p. brass bend. 109 p & f wvc wash basin (1st quality, i.s. : 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, 25 mm g.i. waste pipe complete including cutting & making good the wall.: 110 size 550 mm x 400 mm dia for counter top 111 1.0 mm thick salem stainless steel aisi 304 & is 13983 1994kitchen sink of approved make (nirali, neel – kanth, jaina, faber castell )with large waste coupling. 112 (24 x 18 x 8) (20x16x8) 113 p & f inlet connection (angle valves) superior quality, of approved make, for wash basin, gyser etc. 114 c.p. inlet connection 15mm.brass (is : 8931 marked) with 37 cm long pipe and nut. 115 p & f pvc storage tank isi marked (is : 12701) indicating thebis 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: 116 1000 litres capacity. 117 providing and fixingsuperior quality (jaguar contiental ) cp brassfittings complete as per direction of ei 118 bib cock with long thread 15 mm nominal size 119 brass / gunmetalhalf turnwt. 1 kg.ofapprovedquality / make,25mmnominalbore. 120 p & f full way valve (is:778 mark) or wheel valve of approved make 121 gun metal 32mm nominal bore. 122 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, 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.,) 123 20mm nominal outer dia pipes 124 32mm nominal outer dia pipes 125 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. 126 110 mm dia 127 160 mm dia 128 p&f rigid pvc pipe fittings (is: 4985 mark) of approved quality / make including joining the pipe with solvent cement rubber ring and lubricant: 129 coupler (socket) 130 110mm dia 131 160 mm dia 132 plain tee 133 110mm dia 134 160mm dia 135 door tee 136 110mm dia 137 bend 45 138 110mm dia 139 vent cowel 140 110mm dia 141 door bend (left & right) 142 110mm dia 143 pipe clip 144 110mm dia 145 plain floor trap 146 110mm dia 147 p trap 148 110mm dia 149 socket plug 150 110mm dia 151 door cap 152 110mm dia 153 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. 154 do size 450 x 450mm depth upto0.5 m cement cover with frame 155 wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper conductor 1.1 kv gradeand 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper earth conductor 1.1 kv grade (is:694) ofapproved make in surface / recessed isi marked medium duty pvc conduit & its accessories, round tiles,hot dipped galvanized modular box with earth terminal, 6 a modular switch,modular plate with grid plate,screws,making connections, testing etc. as required. 156 short point (up to 3 mtr.) 157 medium point (up to 6 mtr.) 158 long point(up to 10 mtr..) 159 wiring of twin control light point with 1.5 sq.mm fr pvc insulated unsheathed flexiable copper conductor 1.1 kv grade and 1.5 sq.mm.fr pvc insulated unsheathed flexiable copper earth conductor 1.1 kv grade(is: 694) of approved make in surface/ recessd isi marked medium duty pvc conduit & its accessories, round tiles, 18 swg m.s. box with earthing terminal, 6 amp two way switch, 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required. 160 medium point (up to 6 mtr) 161 wiring of 3 pin 6 amp light plug point with 1.5 sq.mm fr pvc insulated unsheathed flexiable copper conductor 1.1 kv grade and 1.5 sq.mm.fr pvc insulated unsheathed flexiable copper conductor 1.1 kv grade(is: 694) of approved make in surface/ recessd isi marked medium duty pvc conduit & its accessories, round tiles, 18 swg m.s. box with earthing terminal, 6 amp switch & 6 amp socket, 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required. 162 on board 163 medium point (up to 6 mtr) 164 long point (up to 10 mtr) 165 s&f following sizes (dia.) of isi marked medium duty pvc conduit along with accessories in surface / recessed using saddles, clamps, fastener as required includingcutting the wall, covering conduit and making good the same as required. 166 25 mm 167 32 mm 168 50 mm 169 supplying and fixing of power plug point modular accessories on hot dipped galvanized modular on surface or in recessed with suitable size of grid plate with cover plate including cost ofmodular 16 amp. switch and socket outlet, making connection , testing , etc. as required. 170 p&f metal clad industrial plug top & socket unit with pin and sleeve type contact on porcelain/ bakelite base in sheet steel enclosure (without mcb) including making connections, testing etc.as required 171 single / double pole(three pin) 172 32 a 173 providing & fixing isi marked 6 amp bakelite batten/angle holder including making connection testing etc. as required. 174 supplying and drawing fr pvc insulated & unsheathed flexible copper conductor isi marked (is:694) of 1.1 kv grade and approved make in existingsurface or recessed conduit/casing capping including making connections etc. as required. 175 2 x 2.5 sq. mm. + 1x1.5sqmm 176 2 x 4.0 sq. mm. + 1 x 2.5 sq. mm. 177 p&f 240/415 v ac mcb with positive isolation of breaking capacity not less than 10 ka (b/ c/ d tripping characteristic) isi marked is 8828(1996)]/ conforming to iec 60898 in existing board/sheets including making connections, testing etc. as required. 178 single pole mcb 179 6 a to 32 a rating 180 four pole mcb 181 40 a 63 a rating 182 four pole mcb 183 6 a to 32 a rating 184 p&f recessed/ surface mounting heavy duty horizontal type sheet steel distribution board phophatised/ powder painted complete with suitable rating insulated copper bus bar, shorting link , neutral link, earth link and din bar,masking sheet, conforming to is13032 & is8623 including making internal dbterminations with copper lugs , testing etc. as required. 185 double door (single phase) 186 12 way 187 double door (three phase) 188 8 way 189 p/laying p.v.c./ xlpe insulated & p.v.c. sheathed cable of 1.1 kv grade with aluminium conductor of is:1554 p i / is :7098 p i of group 1 of approved makein ground as per is:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand,iind class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. 190 25.0 sq.mm 191 4 core 192 50.0 sq.mm 193 120.0 sq,mm 194 3.5 core 195 150.0 sq,mm 196 supplying and making one end termination with heavy duty single compression brass gland sibg type, heavy duty aluminium lugs duly crimped with crimping tool, pvc tape etc for following size of armoured pvc insulated & pvc sheathed/ xlpe aluminium conductor cable of 1100 volt grade as required of size. 197 3.5 x 120.0 sq.mm 198 4 x 25.0 sq.mm 199 p/laying p.v.c./ xlpe insulated & p.v.c. sheathed cable of 1.1 kv grade with copper conductor of is:1554 p i / is :7098 p i of group 1 of approved makein ground as per is:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand,iind class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. 200 10.0 sq.mm 201 4 core 202 supplying and making one end termination with heavy duty single compression brass gland sibg type, heavy duty copper lugs duly crimped with crimping tool, pvc tape etc for following size of armoured pvc insulated & pvc sheathed/ xlpe aluminium conductor cable of 1100 volt grade as required of size. 203 4 x 10.0 sq.mm 204 sitc of wall/ free standing floor mounted dust and vermin proof compartmentalisedcubical panel made out of crca sheet , required hardware,duly treated for derusting in 7 tank process with dephosphating and with powder coating on both side of panel in desired shadethe panel having pu/ neoprene rubber gasket of not less than 3mm thickness , separate detachable gland plate m.s. base channel ,hinged door with locking arrangement for equipment/switchgear. thickness of sheet shallnot be less than 1.6 mm up to 600 mm length / widthof any compartment and be of 2.0 mm above 600 mm. load bearing structure shall beof 2.0 mmthick sheet supported by base m.s. channel if required . side walls and cable alley compartments having bolted type doors with / withoutdetachable extension type structure. (only outer area on all sides shall be measured & panel to be fabricated from cpri approved fabricator) 205 supplying and fixing of aluminium / copper bus barby means of smc / dmc type insulator, high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable pvc sleeves. 206 electrolytic grade aluminium bus bar 207 sf of (0 500) v range volt meter on existing panel , making connection by pvc insulated copper conductor with pvc sleeves / channel etc. as required. 208 analog type ( 96mm x 96mm ) 209 sf of ct operated direct reading typeampere meter on existing panel , making connection by pvc insulated copper conductor with pvc sleeves / channel etc. as required. 210 analog type ( 96mm x 96mm ) 211 below 500 a 212 sf ofcurrent transformer, with all necessary support in existing panel including connection etc. as required . 213 up to 150/5 ratio, 10 va, class 1 accuracy 214 sf of selector switch of 10 a for voltmeter (4 position ) including making connection etc.as required . 215 sf of ct linked selector switch of 10 aforampere meter (4 position ) including making connection etc.as required . 216 sf of110/220 v, led (22.5 mm dia ) indicatinglamp with integral circuit, terminal block, including connection etc. as required. 217 red/yellow/green colour 218 supplying and drawing fr pvc insulated & unsheathed flexiable copper conductor isi marked (is:694) of 1.1 kv grade and approved make in existing surface or recessed conduit/casing capping including making connections etc. as required. 219 1 x 1.5 sq.mm 220 1 x 2.5 sq.mm 221 1 x 4.0 sq.mm 222 1 x 6.0 sq.mm 223 sitc of self healing mpp/mp type shunt capacitor (banks) conforming to is:13340 41 / iec :831 1&2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( psd ) and shall have dissipation factor less than 0.0025 at 50 hz and total wattage loss less than 0.5 watt per kvar . including making connections with suitable capacity conductors/cables testing etc. as required. 224 heavy duty three phase 440 v , 50 hz capacitor (bank) 225 sitc of microprocessor based three phase sensingpower factor correction relay having following sensing capacitysecondary current , self analysing auto c/k setting according to targeted power factor setting, the relay shall havedigit display unit for display of real power factor, targeted power factor, lag/lead capacitor switching status, alarm output for under current, over current, insufficient compensation, indication of switching on units, auto/manual status, and shall have over load protection, no volt release , having multi parameter like kw, kva, kvar,metering facility as required. 226 6 to 8 stage 227 sensitivity upto 50 milli amp 228 p & f ofcam operated rotary switchs on existing panel with 2 way and off postion 229 one pole 230 16 amp 231 p & f of440 volt 3 pole capacitor(ac 6 b ) duty contactor with 3 no. early make and post break auxiliary contacts in series with quick discharge damping resistors/ reactors to limit the inrush current, conforming to is:13947 4 1/iec:947 4 1, din rail mounting type including making connections, testing etc. as required. suitable for following capacity capacitor bank. 232 up to 6 kvar 233 7 to 10 kvar 234 p&f 240/415 v ac mcb with positive isolation of breaking capacity not less than 10 ka (b/ c/ d tripping characteristic) isi marked is 8828(1996)]/ conforming to iec 60898 in existing board/sheets including making connections, testing etc. as required. 235 triple pole mcb 236 6 a to 32 a rating 237 p&f on load change over switch, front handle operated, four pole 415 v conforming to is:13947 p iii including connections , testing etc. as required in the following rating: 238 open execution type 239 200 amp 240 sitc of quick make and quick break4 polecurrent limiting mccb having following current rating, short circuitbreaking capacityat 440/415 v, 50 hz; o/l & s/c settings and conforming to is 60947 2 / iec 60947 2 with front face and centralised adjustable, line load interchangeability, having positive isolation capability, provision for uvr , shunt trip ,earth fault trip, push( test) to trip , including making connections with lugs & spreaders,etc. as required. 241 with thermal magnetic release 242 up to 160 amp , 25 ka, adjustable o/l & fixed s/c setting, ics = 100 % icu 243 plate earthing as per is:3043 withcopper earth plate of size 600mm x 600mm x 3.0mm by embodying3 to 4 mtr. below the ground level with 25mm dia. g.i. b class watering pipe including all accessories like nut, bolts, reducer, nipple ,wire meshed funnel, and c.c.finished chamber covered with hinged type with locking arrangement c.i. cover,c.i. frame of size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 244 s & laying following size earth wire/stripin horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required. 245 8 swg copper wire 246 providing & fixing of heavy duty capacitor start 900/1400 rpm single phase isi marked exhaust fan is:2312 marked in existing opening making connections, testing etc. as required 247 300 mm sweep (900/1400 rpm) 248 p & f double ball bearing capacitor start, aluminium body & blade ceilingfanwith down rod up to 30 cm with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. 249 1400 mm sweep 250 p & f of ip 20 led tube light 20 watt with external batten made from crca sheet steel suitable to replace t 8/t 12 tube light, integral driver, 2000 luman + 5% tolerarrce system luman efficiacy of 100 lm/ watt minimum expected life time of 25000 burning hours, cct 5700 k ansi, cri 80, driver efficiency >85%, life expectancy of driver rnin 30000 hrs. pf 0,95 at full load/ 230 volt ac. 251 p & laying xlpe insulated is:7098/ii/85 of group1 and approved make h.t.cable for working voltage 11 k.v.earthed direct in ground including excavation of 30cmx100cm size trench, 25cmlayer of river sand, iind class bricks covering, refilling earth, compaction of earth, making necessary connection testing etc.as required of size. 252 3 core 185.0 sq.mm ...

RAJASTHAN COUNCIL OF SCHOOL EDUCATION - Rajasthan

33104393 remaining work at gsss salari ( art and craft room ) block kekri district ajmer remaining work at gsss salari (art & craft room) block kekri district ajmer sl. no. item description 1 civil work 2 earth work in excavation by mechanical means ( hydraulic excavator)/ manual means in foundation trenches or drains(not exceeding1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, incuding taking out the excavated soil and depositing and refilling of jhirri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50m. all kind of soils 3 providing and laying in position cement concrete including curing compaction etc. complete in spcified grade excluding the cost of centering and shuttering all work upto plinth level 1:4:8(1 cement:4 coarse sand :8 graded stone aggregate 40 mm nominal size). 4 random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in cement mortar 1:6 (1 cement : 6 sand) 5 centering & shuttering with plywood or steel sheets including strutting propping, bracing both ways and removal of formworksfor foundation infootings , straps beams , raft ,bases of coloumns etc. 6 providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers ( if required ) excluding the cost of centering, shuttering and reinforcement . m20 grade nominal mix / design mix 7 providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers ( if required ) excluding the cost of centering, shuttering and reinforcement . m20 grade nominal mix / design mix / for column add extra for providing m25 grade concrete by using min. 410 k.g. of cement per cum instead of m25 grade design mix. 8 random rubble dry stone kharanja under floor . 9 brick work with mechanised autoclaved flyash lime bricks conforming to (is:12894 :2002) of class designation 100 in super structure above plinth level up to floor five level in cement mortar 1:6.(1 cement : 6 coarse sand) 10 centering & shuttering with plywood or steel sheets including strutting propping, bracing both ways with steel props and removal of formworks for upto floor five levelfor suspended floors, roofs, landings staircases balconies, girders, cantivlevers bands,coping bed plates anchor blocks sill, chajjas, lintel beams, beams, plinth beam etc. 11 centering & shuttering with plywood or steel sheets including strutting propping, bracing both ways with steel props and removal of formworks upto floor five levelfor columns, pillers, posts and struts etc. 12 providing and laying in position specified grade of cement concrete forrcc structural elements upto five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required)excluding the cost of centering, shuttering and reinforcement for walls (any thickness) including attached pilasters, buttresses, plinth and string coarses,fillets, columns, pillars, piers,abutements, posts and struts etc.m 20 grade nominal mix/design mix.add extra for providingm 25 grade concrete by using min. 410 k.g. of cement per cum instead of m 20 grade design mix 13 providing and laying in position specified grade of cement concrete forrcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required)excluding the cost of centering, shuttering and reinforcement for beams, suspended floors, rofs, griders, having slopes up to 15 degree, landings, balconies, shelves chajjas, lintels, bands plain window sills, staircases and spiral staircases etc.m 20 grade nominal mix/design mix. 14 providing and fabricating reinforcement for r.c.c. work including strengthening, 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 oras and role the bilets to produce steel conforming to is:1786) tmt bars(conforming of relevent is code) 15 plaster(internal)plaster on new surface on wall in cement sand mortar 1:6 including ranking of joints etc. complete fine finish : 12 mm thick. 16 plaster(external)plaster on new surface on wall in cement sand mortar 1:6 including ranking of joints etc. complete fine finish : 20 mm thick 17 kota stone slabs 25 mm thick in risers of step skerting, dado and pillars laid on12mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete for area of each slab upto 2001 sqcm. 18 kota stone slabs flooring 25mm thick over 20mm (averege) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coare sand) for area of each slab from 2001 to 5000 sqcm. 19 s&f in walls machine cut & polished stone shelves ,tands andin cm1:3 with machine cut edges : kota stone minimum 30 mm thick. 20 providing and fixing ms sheet 1mm thick single leaf doors shutter in angle iron frame 35x35x5mm suitabilly digonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of engineer incharge but excluding cost of chowkhats including two coats of anti corrosive red oxide primer paint. add 20 % extra for double leaf shutter. 21 providing and fixing t iron /frames for doors, windows and ventilators of mild steel tee section joints mitred and welded with 15 x 3 mm lugs, 10cm . long embedded in cement concrete blocks, 15 x 10 x 10 cm of1:3:6 (1 cement, 3 coursed sand and 6 graded stone aggregate 20 mm nominal size or with wooden plugs and screws or rawl plugs and screw or with fixing clips or with bolt and nuts as requesting including fixing of necessary butt hinges and screw and applying a priming coat of approved steel primer 22 providing and fixing steel glazed doors windows and ventilator shutters of standarad rolled steel section (is:1038 1983) joints mitred and welded with steel lugs 13x3mm,10cm long embedded in cement concrete block 15x10x10cm 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 with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with coper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittings expect necessary hings of pivots steel handles peg stay etc.as required partly fixed and partly openable.(fixed area not to exeed 33%) 23 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. 24 providing and fixing square bars or other flat welded to window ventilators etc 25 panting on doors & windowspainting with synthetic enamel paint of approved brand and manufacture to give an even shade : (2 or more coat on new work ). 26 providing and applying white cement based putty overplastered surface to prepare the surface even and smooth complete new plaster surface (three or more coats) 27 finishing walls with acrylic smooth exterior paint of required shade including all scaffolding new work (two or more coat applyied @1.67 lt. per 10 sqm over an including base coat of water proofing cement paint applyied @ 2.20 k.g. per 10 sqm. 28 distempering with oil bound washable distemper of appd. brand and manufacture to give an even shade inc. all scaffolding new work (2 or morecaot) over and inc. scrapping and priming coat with cement primer. 29 providing gola75 mm x 75 mm in cement concrete (1:2:4)(1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge )including finishing with cement mortar 1:3( 1 cment : 3 fine sand ) as per standard design. 30 providing and fixing 20 mm thick precast terroze tiles of approved make with marble chips of size up to 6mm laid over roof with neat cement slurry mixed with pigment to match the shade of tiles including cutting grinding , rubbing with machine complete on 20mm thick bed of cement sand mortar 1 :4. 31 p& f rigid pvc pipe (is 4985 mark) class 2nd /(4 kg /sqcm) approved quality / make including joining the pipe with solvant cement rubber ring and lubricant 110 mm dia. 32 supplying and fixing machine cut fine dressed red/ pink sand stone dasa or coping with full moulding if required laid on cement mortar 1:4 including pointing with admixture of pigment matching with the stone shade 50mm thick coping 33 electrical work 34 s&f following sizesof isi marked ( is:14927 p ii ) upvc casing capping as per pwd specification for electrical works along with all accessorieslike coupler, inner, outer, elbow, square box, tee, end cap etc. on surfacewithscrews, expansionfasteners , all as per pre approved by engineer in charge, making connections, testing etc. complete as required. for additional technical parameters of products/ work, referannexure a attached with this bsr . 25mm x 12mm 35 p & f 18 swgm.s. recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm,12 mm dia rod fan hook with 100 mmlength extended on each side . all as per pre approved by engineer in charge.for additional technical parameters of products/ work, refer annexure a attached with this bsr . 36 wiring of light point/ fan point/ exhaust fan point/ call bell point as per pwd specification for electrical works with isi marked 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper conductor 1.1 kv grade (as per is:694) and 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper earth conductor 1.1 kv grade (as per is:694) on surface isi marked ( is:14927 p ii ) upvc casing capping& its accessories like coupler, inner, outer, elbow, square box, tee, end cap etc., recessed 18 swg g. i. box with earth terminal/surface upvc boxwith earth terminal, 6 a switch 3 pin ceiling rose / lamp holder/ 3 point connector , 3.0 mm thick isi marked phenolic laminated sheet (is : 2036 1995),al. alloy/ cadmium plated iron screws 20 mm cup washers etc., all as per pre approved by engineer in charge,making connections, testing etc. complete as required. for specification of copperconductor,phenolic laminated sheets & electrical/ wiring accessoriesrefer chapter e 04, e 05 & e 07 . for additional technical parameters of products/ work, referannexure a attached with this bsr .short point ( up to 3 mtr. ) 37 medium point (up to 6 mtr.) 38 long point(up to 10 mtr..) 39 wiring of 3/5 pin 6 amp. light plug point as per pwd specification for electrical works with isi marked 1.5 sq. mm nominal sizefr pvc insulated unsheathed flexible copper conductor 1.1 kv grade (is:694) and 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper earth conductor 1.1 kv grade(is:694) inrecessed isi marked ( is:9537 p ii ) rigid steel conduit & its all accessories,required size 18 swg, g.i. box with earth terminal, 6 aswitch, 3/5 pin 6 a socket, 3.0 mm thick isi marked phenoliclaminated sheet, pvc bushes, check nuts,al. alloy/ cadmium plated iron screws 20 mm cup washers etc. all as per pre approved by engineer in charge, making connections, testing etc. complete as required.for specification of copperconductor,phenolic laminated sheets & electrical/ wiring accessoriesrefer chapter e 04, e 05 & e 07 .for additional technical parameters of products/ work, referannexure a attached with this bsr . on board 40 supplying and drawing fr pvc insulated & unsheathed flexible copper conductor as per pwd specification for electrical works with isi marked (is:694) and as per is 8130 : 2013 of 1.1 kv grade . wire should be made from99.99% purity copper, class 5 stranding in acc. to iec 60228 forlower watt loss , oxygen free ( <10 ppm) for less chances of oxidization and higher silver content for gives better conductivity , insulation pvc type a ,flame retardant as per is 10810 53, better amperage rating as per vde 0298 part 4,, in existingsurface or recessed pvc/ ms conduit/casing capping includingall as per pre approved by engineer in charge,making connections, etc. as required. oem must have its own in house nabl lab setup for all testing facilities for wires. for additional technical parameters of products/ work, referannexure a attached with this bsr . 3x2.5 sq.mm 41 providing & fixing of 240/415 v ac mcb with positive isolation of breaking capacity not less than 10 ka (b/ c tripping characteristic as per type of load andsite requirement) 4kv impulse withstand voltage,as per pwd specification for electrical works with isi marked is 8828(1996) / conforming to iec 60898 1 2002, iec 60947 2, low watt losses, trip free mechanisum , energy limiting ofclass 3 as per iec,minimum phase termination capacity of 35sq.mm. , conductorline load reversibility, label holding facility , ip 20 contact protection and fitted withexisting distribution board/sheets, min. operation 20,000 upto 32 a rating and 10,000 upto 63 a, 5000 for 80 a ratingincluding making connections, testing etc. as required.. oem shall have submitnabl / cpri / erda accrediated lab test reportsbefore execution & all as per pre approved by engineer in charge.for additional technical parameters of products/ work, refer annexure a attached with this bsr . 6a to 32a rating 42 50/63 arating 43 providing & fixing of ik09 recessed/surface mounting heavy duty horizontal type sheet steel of 1.6 mm thickdistribution board as per pwd specificationfor electrical works isi marked conforming to is 13032 & is 8623 / conforming to iec 61439 3. phosphatised/ powder painted complete with suitable rating insulated copper bus bar, shorting link , neutral link, earth link , connecting wire of suitable rating and din bar,masking sheet, including making internal dbterminations with copper lugs and with detachable gland plate, including making connections, testing etc. as required.oem shall have submitnabl / cpri / erda accrediated lab test reportsbefore execution & all as per pre approved by engineer in charge.for additional technical parameters of products/ work, refer annexure a attached with this bsr . 4 way (4o/g+2i/c) 44 providing & fixing of ip20 smd mid power led batten type integrated light fixture made from polycarbonate /extruded aluminium powder coatedhousing with in built driver, power consumption of18w/20w ,system lumen efficacy = 120 lm/watt output, internal surge protection of 2.5 kv with short & open circuit protection ,thd < 10% ,p.f.=0.95, cri >80 , life time of minimum50000 burning hours with , 70% of intial lumen maintaned till life ends, cct 3000°k / 4000°k/ 5700°k /6000°k/6500°k (as per ansi bin) , maximum power consumption should not more than the specified rating and fixture shall be ofbis standard andtrade mark certificate ( t.c.). manufactures word mark/ name engraved/ embossing/ screen printing on housing. oem must have its own in house nabl lab setup for all testing facilities for led fixtures. (lm79/lm80) certificate / report from oem shall be submitted. all as per pre approved by engineer in charge . foe additional technical parameters of product/ work, refer annexure a attacheded with this bsr.4 led tube shape fixture 18/20 w (extruded albase) 45 providing & fixing of iso certified company made beestar rated copper wounded double ball bearing capacitor start, aluminium body & metallicblade ceilingfanas per pwd specification for electrical works, conforming to is:374 2019, & is:1885 p v 1981. with down rod up to 30 cm with secondary support safety cable ( steel wire ) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required.appropriate oem test certificate shall be submitted by contractor. all as per pre approved by engineer in charge.for additional technical parameters of products/ work, refer annexure a attached with this bsr . 1200 mm sweep bee 3 star rated (service value >=5.0 to< 5.5 ) 46 providing & fixing of non modular socket size flush type 180 watt rotary minimum 5 step fan regulator as per pwd specification for electrical works, isi marked (is:11037) made out from industrial grade polycarbonate or fire resistant abs material including making connection testing etc. as required.all as per pre approved by engineer in charge.for additional technical parameters of products/ work, refer annexure a attached with this bsr . 47 providing & fixing of 18 swg g. i. / m .s. sheet boxesas per pwd specification for electrical works, duly finished with two coats of red oxide and with earthing terminal of following sizes (nominal size) in recessed/surface as required. all as per pre approved by engineer in charge.for additional technical parameters of products/ work, refer annexure a attached with this bsr . 175mm x 100mm x 60mm 48 providing & fixing of p.v.c. sheet 2.0 mm thick offollowingsizeincluding screws, cup washer as required. all as per pre approved by engineer in charge.for additional technical parameters of products/ work, refer annexure a attached with this bsr .75 mm dia. 49 providing & laying p.v.c. / xlpe insulated & p.v.c. sheathed un armoured / armouredaluminiumcable of 1.1 kv grade as per pwd specification for electrical worksin existing rcc / hume / stoneware / pvc pipe/ open duct/cable trench with filling of excavated earth in trench, on existing cable trays or on surface etc.including making necessary connection, testing etc. as required of size andas per points (a), (b), (c), mentioned below: (a) material : h4 gradealuminium conductor of purity >99.6 %& as peris:1554 p i / is :7098 p i(b) conductor shall have electrolytic aluminium confirming to is 8130, is 3975 1999for armouring of cables in armoured cable items , is 5831 for sheath, is 10810 (part 0 to 64 ) for testing procedures .(c)oem must have iso 9001 & 14001 certifications for quality assuarance & its own in house nabl lab setup for all testing facilities forcables . appropriate type test certificate / oem test report shall be submitted .all above as per pre approved by engineer in charge.for additional technical parameters of products/ work, refer annexure a attached with this bsr 4sq.mm 2 core ...

Department Of Local Bodies - Rajasthan

33068598 providing hydraulic excavator of 1 com bucket including driver and fuel providing hydraulic excavator of 1 com bucket including driver and fuel...